Fundamentals of soil stabilization
Clayey soils are usually stiff when they are dry and give up their stiffness as they become saturated. Soft clays are associated with low compressive strength and excessive settlement. This reduction in strength due to moisture leads to severe damages to buildings and foundations. The soil behavior...
Saved in:
| Published in: | International journal of geo-engineering Vol. 8; no. 1; pp. 1 - 16 |
|---|---|
| Main Authors: | , , , |
| Format: | Journal Article |
| Language: | English |
| Published: |
Singapore
Springer Singapore
16.12.2017
Springer Nature B.V SpringerOpen |
| Subjects: | |
| ISSN: | 2092-9196, 2198-2783 |
| Online Access: | Get full text |
| Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
| Abstract | Clayey soils are usually stiff when they are dry and give up their stiffness as they become saturated. Soft clays are associated with low compressive strength and excessive settlement. This reduction in strength due to moisture leads to severe damages to buildings and foundations. The soil behavior can be a challenge to the designer build infrastructure plans to on clay deposits. The damage due to the expansive soils every year is expected to be $1 billion in the USA, £150 million in the UK, and many billions of pounds worldwide. The damages associated with expansive soils are not because of the lack of inadequate engineering solutions but to the failure to identify the existence and magnitude of expansion of these soils in the early stage of project planning. One of the methods for soil improvement is that the problematic soil is replaced by suitable soil. The high cost involved in this method has led researchers to identify alternative methods, and soil stabilization with different additives is one of those methods. Recently, modern scientific techniques of soil stabilization are on offer for this purpose. Stabilized soil is a composite material that is obtained from the combination and optimization of properties of constituent materials. Adding cementing agents such as lime, cement and industrial byproducts like fly ash and slag, with soil results in improved geotechnical properties. However, during the past few decades, a number of cases have been reported where sulfate-rich soils stabilized by cement or lime underwent a significant amount of heave leading to pavement failure. This research paper addressed the some fundamental and success soil improvement that used in civil engineering field. |
|---|---|
| AbstractList | Clayey soils are usually stiff when they are dry and give up their stiffness as they become saturated. Soft clays are associated with low compressive strength and excessive settlement. This reduction in strength due to moisture leads to severe damages to buildings and foundations. The soil behavior can be a challenge to the designer build infrastructure plans to on clay deposits. The damage due to the expansive soils every year is expected to be $1 billion in the USA, £150 million in the UK, and many billions of pounds worldwide. The damages associated with expansive soils are not because of the lack of inadequate engineering solutions but to the failure to identify the existence and magnitude of expansion of these soils in the early stage of project planning. One of the methods for soil improvement is that the problematic soil is replaced by suitable soil. The high cost involved in this method has led researchers to identify alternative methods, and soil stabilization with different additives is one of those methods. Recently, modern scientific techniques of soil stabilization are on offer for this purpose. Stabilized soil is a composite material that is obtained from the combination and optimization of properties of constituent materials. Adding cementing agents such as lime, cement and industrial byproducts like fly ash and slag, with soil results in improved geotechnical properties. However, during the past few decades, a number of cases have been reported where sulfate-rich soils stabilized by cement or lime underwent a significant amount of heave leading to pavement failure. This research paper addressed the some fundamental and success soil improvement that used in civil engineering field. Abstract Clayey soils are usually stiff when they are dry and give up their stiffness as they become saturated. Soft clays are associated with low compressive strength and excessive settlement. This reduction in strength due to moisture leads to severe damages to buildings and foundations. The soil behavior can be a challenge to the designer build infrastructure plans to on clay deposits. The damage due to the expansive soils every year is expected to be $1 billion in the USA, £150 million in the UK, and many billions of pounds worldwide. The damages associated with expansive soils are not because of the lack of inadequate engineering solutions but to the failure to identify the existence and magnitude of expansion of these soils in the early stage of project planning. One of the methods for soil improvement is that the problematic soil is replaced by suitable soil. The high cost involved in this method has led researchers to identify alternative methods, and soil stabilization with different additives is one of those methods. Recently, modern scientific techniques of soil stabilization are on offer for this purpose. Stabilized soil is a composite material that is obtained from the combination and optimization of properties of constituent materials. Adding cementing agents such as lime, cement and industrial byproducts like fly ash and slag, with soil results in improved geotechnical properties. However, during the past few decades, a number of cases have been reported where sulfate-rich soils stabilized by cement or lime underwent a significant amount of heave leading to pavement failure. This research paper addressed the some fundamental and success soil improvement that used in civil engineering field. |
| ArticleNumber | 26 |
| Author | Firoozi, Ali Asghar Baghini, Mojtaba Shojaei Firoozi, Ali Akbar Guney Olgun, C. |
| Author_xml | – sequence: 1 givenname: Ali Akbar orcidid: 0000-0002-5282-0575 surname: Firoozi fullname: Firoozi, Ali Akbar email: afiroozi@siswa.ukm.edu.my organization: Department of Civil & Structural Engineering, Universiti Kebangsaan Malaysia (UKM) – sequence: 2 givenname: C. surname: Guney Olgun fullname: Guney Olgun, C. organization: Charles E. Via Department of Civil and Environmental Engineering, Virginia Tech – sequence: 3 givenname: Ali Asghar surname: Firoozi fullname: Firoozi, Ali Asghar organization: Department of Civil & Structural Engineering, Universiti Kebangsaan Malaysia (UKM) – sequence: 4 givenname: Mojtaba Shojaei surname: Baghini fullname: Baghini, Mojtaba Shojaei organization: Department of Civil & Structural Engineering, Universiti Kebangsaan Malaysia (UKM) |
| BookMark | eNp9kEtLAzEYRYNUUGt_gLui62jej6UUq0LBja5DJpOUlOlEk-lCf71pR0QEXSUk37n345yBSZ96D8AFRtcYK3FTGJKIQoQlREgwqI_AKcFaQSIVndQ70gRqrMUJmJWyQQhhoSTR6hRcLnd9a7e-H2xX5inMS4rdvAy2iV38sENM_Tk4DvXTz77OKXhZ3j0vHuDq6f5xcbuCjhE-wDZ4olnDG0U88p4I4ZT1TmjLJG8tZwxTJUMrKWlrvXLMBx6EClQERZ2nU_A45rbJbsxrjlub302y0RweUl4bm4foOm-co4hLp3DwllnSNJIGIT1qNCGKal6zrsas15zedr4MZpN2ua_rG6yl5IgiSeoUHqdcTqVkH75bMTJ7s2Y0a6pZszdrdGXkL8bF4eBpyDZ2_5JkJEtt6dc-_9jpT-gT2SuM_Q |
| CitedBy_id | crossref_primary_10_1080_01490451_2025_2531874 crossref_primary_10_3390_buildings14010205 crossref_primary_10_1007_s11440_022_01732_0 crossref_primary_10_1007_s42947_024_00457_5 crossref_primary_10_1051_e3sconf_202450901006 crossref_primary_10_1080_1064119X_2025_2554905 crossref_primary_10_1007_s11440_020_01060_1 crossref_primary_10_1088_1742_6596_1614_1_012004 crossref_primary_10_1680_jgrim_20_00013 crossref_primary_10_2174_0118741495360835241122074133 crossref_primary_10_1007_s10706_020_01651_5 crossref_primary_10_1016_j_cscm_2023_e02407 crossref_primary_10_1016_j_conbuildmat_2024_135358 crossref_primary_10_1680_jstbu_24_00107 crossref_primary_10_1007_s40996_019_00329_0 crossref_primary_10_1007_s13369_022_07036_5 crossref_primary_10_1016_j_trgeo_2019_100279 crossref_primary_10_1007_s40891_023_00439_w crossref_primary_10_1088_1755_1315_1374_1_012014 crossref_primary_10_1680_jgere_24_00058 crossref_primary_10_1016_j_conbuildmat_2022_130106 crossref_primary_10_3389_feart_2024_1452449 crossref_primary_10_3389_fmats_2024_1392875 crossref_primary_10_3390_polym17091253 crossref_primary_10_1016_j_cscm_2024_e03451 crossref_primary_10_3390_app14146249 crossref_primary_10_1016_j_conbuildmat_2022_128242 crossref_primary_10_3390_min13070933 crossref_primary_10_1007_s10668_023_03241_w crossref_primary_10_1016_j_heliyon_2024_e26004 crossref_primary_10_1177_03611981251339167 crossref_primary_10_3390_ma17051208 crossref_primary_10_1016_j_matpr_2022_03_454 crossref_primary_10_1061_JHTRBP_HZENG_1509 crossref_primary_10_1061_JMCEE7_MTENG_15276 crossref_primary_10_1007_s41062_020_00366_z crossref_primary_10_1016_j_cemconcomp_2022_104771 crossref_primary_10_1007_s10163_022_01477_8 crossref_primary_10_47481_jscmt_1343552 crossref_primary_10_1007_s40515_020_00116_9 crossref_primary_10_1016_j_matpr_2020_04_019 crossref_primary_10_1007_s10163_024_02118_y crossref_primary_10_3390_app11083572 crossref_primary_10_3390_su14106218 crossref_primary_10_1080_1064119X_2025_2538201 crossref_primary_10_1016_j_conbuildmat_2022_130239 crossref_primary_10_1007_s10706_020_01537_6 crossref_primary_10_1007_s12665_023_11404_1 crossref_primary_10_1007_s40891_020_00212_3 crossref_primary_10_1155_2020_9649280 crossref_primary_10_1016_j_carpta_2025_100975 crossref_primary_10_1016_j_trgeo_2022_100864 crossref_primary_10_1007_s10064_021_02316_0 crossref_primary_10_3390_ma15082916 crossref_primary_10_1109_ACCESS_2022_3149338 crossref_primary_10_1007_s12517_023_11796_1 crossref_primary_10_1111_sum_70087 crossref_primary_10_1016_j_conbuildmat_2023_132459 crossref_primary_10_3390_buildings13041075 crossref_primary_10_1007_s11668_021_01232_5 crossref_primary_10_1007_s40098_025_01374_5 crossref_primary_10_1080_01694243_2020_1717804 crossref_primary_10_1080_15440478_2023_2282057 crossref_primary_10_1016_j_scitotenv_2023_161468 crossref_primary_10_1016_j_gexplo_2023_107384 crossref_primary_10_1007_s40098_024_00970_1 crossref_primary_10_1680_jenge_22_00185 crossref_primary_10_1088_1755_1315_1296_1_012005 crossref_primary_10_1080_1064119X_2025_2518484 crossref_primary_10_1016_j_cscm_2024_e03672 crossref_primary_10_1007_s10706_019_00808_1 crossref_primary_10_1007_s11440_023_02209_4 crossref_primary_10_3390_su17135803 crossref_primary_10_1007_s43621_025_01540_y crossref_primary_10_1007_s40515_025_00625_5 crossref_primary_10_3390_ma15227981 crossref_primary_10_1016_j_jobe_2025_111851 crossref_primary_10_3390_ma15062138 crossref_primary_10_1007_s10653_024_02298_4 crossref_primary_10_1016_j_coldregions_2024_104168 crossref_primary_10_3390_ma14205982 crossref_primary_10_1007_s40996_023_01229_0 crossref_primary_10_1177_03611981211001842 crossref_primary_10_3390_geosciences14050122 crossref_primary_10_1515_geo_2025_0868 crossref_primary_10_1088_1757_899X_1076_1_012098 crossref_primary_10_1016_j_conbuildmat_2024_135227 crossref_primary_10_3390_app14051901 crossref_primary_10_1007_s10064_023_03502_y crossref_primary_10_1007_s42947_025_00545_0 crossref_primary_10_1155_2021_1368194 crossref_primary_10_3390_ma16020874 crossref_primary_10_1088_1757_899X_849_1_012028 crossref_primary_10_1155_2023_1652373 crossref_primary_10_1016_j_jclepro_2022_133492 crossref_primary_10_18400_tjce_1603567 crossref_primary_10_1007_s40515_023_00322_1 crossref_primary_10_1016_j_trgeo_2022_100888 crossref_primary_10_1007_s12517_022_09463_y crossref_primary_10_2478_sgem_2018_0025 crossref_primary_10_1007_s40891_022_00362_6 crossref_primary_10_3390_ma14051140 crossref_primary_10_1155_2022_9645589 crossref_primary_10_1061_IJGNAI_GMENG_9203 crossref_primary_10_1016_j_clema_2022_100151 crossref_primary_10_1016_j_trgeo_2025_101503 crossref_primary_10_1007_s10064_022_02755_3 crossref_primary_10_1088_1757_899X_943_1_012005 crossref_primary_10_1007_s10706_020_01544_7 crossref_primary_10_1007_s42947_023_00317_8 crossref_primary_10_1016_j_conbuildmat_2022_127078 crossref_primary_10_1186_s40703_023_00195_w crossref_primary_10_1080_02533839_2024_2368472 crossref_primary_10_1016_j_coldregions_2020_103216 crossref_primary_10_1177_03611981241244795 crossref_primary_10_3390_app13010436 crossref_primary_10_1016_j_conbuildmat_2023_134331 crossref_primary_10_1016_j_conbuildmat_2024_137460 crossref_primary_10_1080_15324982_2025_2522205 crossref_primary_10_1016_j_enggeo_2021_106385 crossref_primary_10_3390_su14159100 crossref_primary_10_1007_s11629_024_8616_x crossref_primary_10_1016_j_clema_2022_100129 crossref_primary_10_1080_10298436_2023_2204436 crossref_primary_10_1177_03611981241252769 crossref_primary_10_1016_j_jclepro_2024_142241 crossref_primary_10_1016_j_trgeo_2023_101164 crossref_primary_10_3390_ma18173929 crossref_primary_10_1080_10298436_2024_2396878 crossref_primary_10_1016_j_pes_2024_100009 crossref_primary_10_1155_2022_6952525 crossref_primary_10_3390_app13042583 crossref_primary_10_1016_j_conbuildmat_2024_138643 crossref_primary_10_1016_j_cscm_2022_e01133 crossref_primary_10_1080_17486025_2023_2181405 crossref_primary_10_3390_app11219780 crossref_primary_10_1007_s10064_022_02634_x crossref_primary_10_1016_j_ets_2025_100024 crossref_primary_10_1007_s12517_023_11575_y crossref_primary_10_3390_su14169804 crossref_primary_10_3390_app10072569 crossref_primary_10_1186_s40703_023_00194_x crossref_primary_10_24857_rgsa_v19n3_015 crossref_primary_10_1007_s10064_025_04159_5 crossref_primary_10_1007_s10706_025_03392_9 crossref_primary_10_4028_p_vnl1xk crossref_primary_10_1016_j_conbuildmat_2023_131956 crossref_primary_10_1088_1755_1315_1507_1_012051 crossref_primary_10_1016_j_matpr_2023_06_164 crossref_primary_10_3390_infrastructures8100146 crossref_primary_10_1007_s44288_025_00135_4 crossref_primary_10_3390_ma14226951 crossref_primary_10_1007_s40098_025_01379_0 crossref_primary_10_1007_s13369_022_07530_w crossref_primary_10_3389_fbioe_2023_1118993 crossref_primary_10_1186_s40703_024_00224_2 crossref_primary_10_1155_2023_2933398 crossref_primary_10_3390_ma18050974 crossref_primary_10_1016_j_conbuildmat_2023_131546 crossref_primary_10_1051_e3sconf_202022001037 crossref_primary_10_1088_1755_1315_926_1_012101 crossref_primary_10_31466_kfbd_1609555 crossref_primary_10_1007_s43621_025_00986_4 crossref_primary_10_1016_j_sandf_2022_101162 crossref_primary_10_1016_j_heliyon_2022_e09406 crossref_primary_10_1007_s42947_025_00592_7 crossref_primary_10_1007_s43452_023_00786_5 crossref_primary_10_1007_s10706_020_01211_x crossref_primary_10_1038_s41598_024_72143_2 crossref_primary_10_1016_j_trgeo_2020_100458 crossref_primary_10_1080_10298436_2022_2094928 crossref_primary_10_1088_1755_1315_616_1_012045 crossref_primary_10_1007_s10064_025_04158_6 crossref_primary_10_1088_1755_1315_1216_1_012029 crossref_primary_10_1080_10402381_2024_2324094 crossref_primary_10_1007_s41062_023_01329_w crossref_primary_10_1016_j_jmrt_2025_08_041 crossref_primary_10_1016_j_conbuildmat_2023_131659 crossref_primary_10_1016_j_trgeo_2023_100959 crossref_primary_10_1186_s44147_022_00165_6 crossref_primary_10_3390_app15126913 crossref_primary_10_1016_j_conbuildmat_2023_131780 crossref_primary_10_1007_s40996_025_01997_x crossref_primary_10_1007_s42860_020_00092_8 crossref_primary_10_1080_15440478_2020_1870627 crossref_primary_10_1016_j_sandf_2025_101573 crossref_primary_10_3390_app10217568 crossref_primary_10_3390_min13060738 crossref_primary_10_1080_14680629_2025_2487830 crossref_primary_10_1016_j_conbuildmat_2025_141497 crossref_primary_10_1007_s12517_022_10561_0 crossref_primary_10_1007_s42947_022_00209_3 crossref_primary_10_1007_s43621_025_01664_1 crossref_primary_10_3390_buildings11030086 crossref_primary_10_1016_j_matpr_2021_08_266 crossref_primary_10_1071_SR25020 crossref_primary_10_1016_j_heliyon_2022_e11029 crossref_primary_10_1016_j_matpr_2020_12_643 crossref_primary_10_1007_s40891_020_0191_9 crossref_primary_10_1061_JGGEFK_GTENG_11102 crossref_primary_10_1016_j_conbuildmat_2024_138440 crossref_primary_10_1007_s12517_021_08866_7 crossref_primary_10_1007_s12517_022_09572_8 crossref_primary_10_1007_s41062_022_00821_z crossref_primary_10_1007_s10163_024_02097_0 crossref_primary_10_1007_s10706_023_02554_x crossref_primary_10_1016_j_cscm_2023_e02040 crossref_primary_10_1088_1755_1315_1218_1_012033 crossref_primary_10_3390_su17177781 crossref_primary_10_1080_19386362_2025_2458490 crossref_primary_10_3390_buildings13041001 crossref_primary_10_3390_su131910910 crossref_primary_10_1007_s13369_025_10274_y crossref_primary_10_1088_1757_899X_745_1_012117 crossref_primary_10_1007_s44288_024_00068_4 crossref_primary_10_1080_10643389_2020_1729066 crossref_primary_10_1016_j_geoderma_2019_114090 crossref_primary_10_1155_2021_5992628 crossref_primary_10_1061_JMCEE7_MTENG_20034 crossref_primary_10_1061_JMCEE7_MTENG_20276 crossref_primary_10_3390_app15137022 crossref_primary_10_1016_j_jrmge_2025_06_036 crossref_primary_10_1680_jgere_23_00013 crossref_primary_10_1016_j_cscm_2023_e01985 crossref_primary_10_1080_14680629_2022_2060122 crossref_primary_10_1080_14680629_2024_2399251 crossref_primary_10_1016_j_jenvman_2024_120800 crossref_primary_10_1088_1755_1315_1307_1_012006 crossref_primary_10_3390_app121910177 crossref_primary_10_1155_2020_1725482 crossref_primary_10_1155_2022_2143842 crossref_primary_10_1007_s42107_025_01412_w crossref_primary_10_3390_su16219224 crossref_primary_10_1080_19386362_2024_2359763 crossref_primary_10_1007_s13369_023_07679_y crossref_primary_10_1007_s13762_024_05630_8 crossref_primary_10_1155_2022_1831970 crossref_primary_10_3390_su16051909 crossref_primary_10_1061__ASCE_GT_1943_5606_0002240 crossref_primary_10_1016_j_conbuildmat_2024_135553 crossref_primary_10_1515_ntrev_2025_0210 crossref_primary_10_1016_j_istruc_2024_106761 crossref_primary_10_1016_j_rineng_2025_106874 crossref_primary_10_1080_14680629_2025_2498635 crossref_primary_10_3390_buildings12030350 crossref_primary_10_1016_j_trgeo_2021_100531 crossref_primary_10_1080_14680629_2025_2454019 crossref_primary_10_1016_j_enggeo_2022_106729 crossref_primary_10_1016_j_jece_2025_118888 crossref_primary_10_3390_ma15082821 crossref_primary_10_1007_s10706_019_00849_6 crossref_primary_10_1007_s10706_024_02958_3 crossref_primary_10_3390_ma12040576 crossref_primary_10_1007_s40891_022_00355_5 crossref_primary_10_1680_jgele_24_00125 crossref_primary_10_1134_S1560090424601353 crossref_primary_10_1371_journal_pone_0301075 crossref_primary_10_1007_s40891_025_00623_0 crossref_primary_10_1155_2023_6675227 crossref_primary_10_1007_s10064_024_03766_y crossref_primary_10_1016_j_conbuildmat_2024_137617 crossref_primary_10_3390_infrastructures7120172 crossref_primary_10_1016_j_conbuildmat_2020_120433 crossref_primary_10_3390_su17188447 crossref_primary_10_1016_j_conbuildmat_2020_120792 crossref_primary_10_1680_jgere_22_00046 crossref_primary_10_1080_14680629_2024_2379876 crossref_primary_10_1080_19386362_2019_1612134 crossref_primary_10_1088_1757_899X_1144_1_012089 crossref_primary_10_4028_p_6JocPX crossref_primary_10_1016_j_conbuildmat_2022_128436 crossref_primary_10_1016_j_gete_2023_100496 crossref_primary_10_1080_21622515_2023_2215460 crossref_primary_10_1007_s40515_024_00407_5 crossref_primary_10_1371_journal_pone_0319909 crossref_primary_10_3390_app9204325 crossref_primary_10_1016_j_ijsrc_2024_04_003 crossref_primary_10_3390_fib11070058 crossref_primary_10_1016_j_conbuildmat_2019_05_038 crossref_primary_10_1007_s41204_021_00134_z crossref_primary_10_3389_feart_2023_1243975 crossref_primary_10_1007_s10064_023_03416_9 crossref_primary_10_3390_w17101552 crossref_primary_10_3390_min13111354 crossref_primary_10_1016_j_cscm_2022_e01654 crossref_primary_10_3390_ma12203282 crossref_primary_10_48130_CAS_2021_0004 crossref_primary_10_1007_s41062_022_00924_7 crossref_primary_10_1088_1755_1315_841_1_012009 crossref_primary_10_1007_s40891_025_00640_z crossref_primary_10_1051_e3sconf_202452901053 crossref_primary_10_3390_ma15041532 crossref_primary_10_2478_cee_2025_0075 crossref_primary_10_1680_jenge_24_00081 crossref_primary_10_1007_s13369_022_06645_4 crossref_primary_10_1007_s11356_022_22802_6 crossref_primary_10_1016_j_jclepro_2022_132488 crossref_primary_10_1088_1755_1315_1267_1_012086 crossref_primary_10_1016_j_conbuildmat_2024_138497 crossref_primary_10_3390_ma15010375 crossref_primary_10_1016_j_rineng_2025_107071 crossref_primary_10_1061__ASCE_MT_1943_5533_0004742 crossref_primary_10_3390_polym14193933 |
| Cites_doi | 10.1016/j.energy.2012.04.030 10.4028/www.scientific.net/AMR.723.985 10.1139/t02-002 10.7763/IJET.2015.V7.755 10.1016/j.sandf.2014.02.011 10.3141/1652-28 10.1007/s003740050222 10.1061/(ASCE)1090-0241(2004)130:7(764) 10.1039/tf9191400008 10.3141/2212-10 10.1007/s12205-012-1388-9 10.1007/s10064-013-0549-5 10.4028/www.scientific.net/KEM.599.23 10.5703/1288284313443 10.3141/2212-09 10.1038/368198a0 10.11113/jt.v76.4127 10.1016/B978-0-12-415955-6.00013-X 10.1061/(ASCE)0733-9410(1990)116:10(1549) 10.1617/s11527-013-0159-5 10.1016/0013-7952(96)00028-2 10.1016/j.enggeo.2015.01.018 10.1016/j.jclepro.2012.01.011 10.1680/geot.1967.17.2.119 10.2136/sssaj1999.6361841x 10.1016/j.conbuildmat.2007.05.007 10.4028/www.scientific.net/AMM.372.88 10.1016/S0169-1317(98)00046-5 10.4028/www.scientific.net/AMR.1105.315 10.1061/(ASCE)GT.1943-5606.0001144 10.1061/(ASCE)0733-9410(1988)114:2(150) 10.1016/j.geotexmem.2014.11.007 10.1016/j.clay.2014.09.012 10.1016/j.conbuildmat.2015.05.065 10.1155/2016/5060531 10.1201/b17395 10.1016/j.measurement.2015.02.033 10.1016/j.clay.2014.03.017 10.1016/j.cemconres.2015.04.004 10.1016/j.rser.2011.02.014 10.1016/j.oceaneng.2004.08.012 10.1016/j.jclepro.2014.12.028 10.1680/grim.2003.7.1.25 10.5772/34176 10.4028/www.scientific.net/AMR.701.310 10.1021/cr050358j 10.3141/1837-03 10.1061/(ASCE)GT.1943-5606.0000502 10.1016/j.buildenv.2004.08.028 10.1016/j.sbspro.2011.12.124 10.1061/(ASCE)GT.1943-5606.0000920 10.3141/1736-17 10.3141/2186-11 10.1080/17486025.2013.804213 10.1016/j.jclepro.2014.11.026 10.1016/j.apenergy.2012.02.083 10.1016/j.clay.2015.05.007 10.1016/j.enggeo.2015.01.023 10.1007/s10706-012-9602-6 10.1016/j.clay.2014.08.007 10.1680/grim.13.00008 10.1061/(ASCE)MT.1943-5533.0000081 10.1061/(ASCE)0733-9410(1986)112:3(255) 10.3850/978-981-07-3559-3_101-0001 10.4028/www.scientific.net/AMM.507.353 10.1007/s10973-015-4666-1 10.1016/j.conbuildmat.2012.11.065 10.1016/j.sandf.2015.04.003 10.3141/2204-18 10.1007/s10064-013-0563-7 10.1016/0008-8846(81)90083-1 |
| ContentType | Journal Article |
| Copyright | The Author(s) 2017 International Journal of Geo-Engineering is a copyright of Springer, (2017). All Rights Reserved. |
| Copyright_xml | – notice: The Author(s) 2017 – notice: International Journal of Geo-Engineering is a copyright of Springer, (2017). All Rights Reserved. |
| DBID | C6C AAYXX CITATION 8FE 8FG ABJCF ABUWG AEUYN AFKRA AZQEC BENPR BGLVJ CCPQU DWQXO HCIFZ L6V M7S PHGZM PHGZT PIMPY PKEHL PQEST PQGLB PQQKQ PQUKI PRINS PTHSS DOA |
| DOI | 10.1186/s40703-017-0064-9 |
| DatabaseName | Springer Nature OA Free Journals CrossRef ProQuest SciTech Collection ProQuest Technology Collection Materials Science & Engineering Collection ProQuest Central (Alumni) One Sustainability ProQuest Central UK/Ireland ProQuest Central Essentials ProQuest Central Technology Collection (via ProQuest SciTech Premium Collection) ProQuest One ProQuest Central Korea SciTech Premium Collection ProQuest Engineering Collection Engineering Database Proquest Central Premium ProQuest One Academic (New) Publicly Available Content Database ProQuest One Academic Middle East (New) ProQuest One Academic Eastern Edition (DO NOT USE) One Applied & Life Sciences ProQuest One Academic (retired) ProQuest One Academic UKI Edition ProQuest Central China Engineering collection DOAJ Directory of Open Access Journals |
| DatabaseTitle | CrossRef Publicly Available Content Database Engineering Database Technology Collection ProQuest One Academic Middle East (New) ProQuest Central Essentials ProQuest One Academic Eastern Edition ProQuest Central (Alumni Edition) SciTech Premium Collection ProQuest One Community College ProQuest Technology Collection ProQuest SciTech Collection ProQuest Central China ProQuest Central ProQuest One Applied & Life Sciences ProQuest One Sustainability ProQuest Engineering Collection ProQuest One Academic UKI Edition ProQuest Central Korea Materials Science & Engineering Collection ProQuest Central (New) ProQuest One Academic ProQuest One Academic (New) Engineering Collection |
| DatabaseTitleList | Publicly Available Content Database |
| Database_xml | – sequence: 1 dbid: DOA name: Directory of Open Access Journals url: https://www.doaj.org/ sourceTypes: Open Website – sequence: 2 dbid: PIMPY name: Publicly Available Content Database url: http://search.proquest.com/publiccontent sourceTypes: Aggregation Database |
| DeliveryMethod | fulltext_linktorsrc |
| Discipline | Engineering |
| EISSN | 2198-2783 |
| EndPage | 16 |
| ExternalDocumentID | oai_doaj_org_article_cc3057c81fea4a2bb73f67e0b9228395 10_1186_s40703_017_0064_9 |
| GroupedDBID | 0R~ 4.4 5VS 8FE 8FG AAFWJ AAJSJ AAKKN ABEEZ ABJCF ACACY ACGFS ACULB ADBBV ADINQ ADMLS AEUYN AFGXO AFKRA AFPKN AHBYD AHYZX ALMA_UNASSIGNED_HOLDINGS AMKLP ASPBG AVWKF BAPOH BCNDV BENPR BGLVJ C24 C6C CCPQU EBLON EBS EJD GROUPED_DOAJ HCIFZ IPNFZ KQ8 L6V M7S M~E OK1 PIMPY PROAC PTHSS RIG RSV SOJ TDB AASML AAYXX AFFHD CITATION PHGZM PHGZT PQGLB ABUWG AZQEC DWQXO PKEHL PQEST PQQKQ PQUKI PRINS |
| ID | FETCH-LOGICAL-c425t-dfe294b5b82e0ee266c8aec69a475da5441387fd732d1688c4ef5f68f36f83ce3 |
| IEDL.DBID | DOA |
| ISICitedReferencesCount | 376 |
| ISICitedReferencesURI | http://www.webofscience.com/api/gateway?GWVersion=2&SrcApp=Summon&SrcAuth=ProQuest&DestLinkType=CitingArticles&DestApp=WOS_CPL&KeyUT=000418347700001&url=https%3A%2F%2Fcvtisr.summon.serialssolutions.com%2F%23%21%2Fsearch%3Fho%3Df%26include.ft.matches%3Dt%26l%3Dnull%26q%3D |
| ISSN | 2092-9196 |
| IngestDate | Fri Oct 03 12:48:48 EDT 2025 Tue Oct 14 12:42:25 EDT 2025 Tue Nov 18 22:18:55 EST 2025 Sat Nov 29 07:49:17 EST 2025 Fri Feb 21 02:34:40 EST 2025 |
| IsDoiOpenAccess | true |
| IsOpenAccess | true |
| IsPeerReviewed | true |
| IsScholarly | true |
| Issue | 1 |
| Keywords | Lime Fly ash Cement Soil improvement Advantages and disadvantages Sulfate attack Fibers |
| Language | English |
| LinkModel | DirectLink |
| MergedId | FETCHMERGED-LOGICAL-c425t-dfe294b5b82e0ee266c8aec69a475da5441387fd732d1688c4ef5f68f36f83ce3 |
| Notes | ObjectType-Article-1 SourceType-Scholarly Journals-1 ObjectType-Feature-2 content type line 14 |
| ORCID | 0000-0002-5282-0575 |
| OpenAccessLink | https://doaj.org/article/cc3057c81fea4a2bb73f67e0b9228395 |
| PQID | 1977503072 |
| PQPubID | 2046124 |
| PageCount | 16 |
| ParticipantIDs | doaj_primary_oai_doaj_org_article_cc3057c81fea4a2bb73f67e0b9228395 proquest_journals_1977503072 crossref_primary_10_1186_s40703_017_0064_9 crossref_citationtrail_10_1186_s40703_017_0064_9 springer_journals_10_1186_s40703_017_0064_9 |
| PublicationCentury | 2000 |
| PublicationDate | 2017-12-16 |
| PublicationDateYYYYMMDD | 2017-12-16 |
| PublicationDate_xml | – month: 12 year: 2017 text: 2017-12-16 day: 16 |
| PublicationDecade | 2010 |
| PublicationPlace | Singapore |
| PublicationPlace_xml | – name: Singapore – name: Heidelberg |
| PublicationTitle | International journal of geo-engineering |
| PublicationTitleAbbrev | Geo-Engineering |
| PublicationYear | 2017 |
| Publisher | Springer Singapore Springer Nature B.V SpringerOpen |
| Publisher_xml | – name: Springer Singapore – name: Springer Nature B.V – name: SpringerOpen |
| References | PrusinskiJBhattacharjaSEffectiveness of Portland cement and lime in stabilizing clay soilsTransp Res Rec J Transp Res Board1999165221522710.3141/1652-28 McDowellCStabilization of soils with lime, lime-flyash, and other lime reactive materialsHighway Res Board Bull19592316066 Chittoori BCS (2008) Clay mineralogy effects on long-term performance of chemically treated expansive clays, Doctoral dissertation, The University of Texas at Arlington Little DN (1999) Evaluation of structural properties of lime stabilized soils and aggregates. Prepared for the national lime association, vol 1, pp 1–89 ArmanABarclayRTCasiasTJCrockerDAAdaskaWSDe GraffenreidRLSuperDWState-of-the-art report on soil cementACI Mater J1990874395417 MikulčićHVujanovićMFidarosDKPrieschingPMinićITatschlRStefanovićGThe application of CFD modelling to support the reduction of CO2 emissions in cement industryEnergy201245146447310.1016/j.energy.2012.04.030 Xu LL, Wang PM, Wu GM, Zhang GF (2014) Effect of calcium sulfate on the formation of ettringite in calcium aluminate and sulfoaluminate blended systems. In: Key engineering materials, vol 599. Trans Tech Publications, Zürich. pp 23–28 ObikaBFreer-HewishRJSoluble salt damage to thin bituminous surfacings of roads and runwaysAust Road Res19902042441 BroderickGPDanielDEStabilizing compacted clay against chemical attackJ Geotech Eng1990116101549156710.1061/(ASCE)0733-9410(1990)116:10(1549) FirooziAATahaMRFirooziAAKhanTAThe influence of freeze-thaw cycles on unconfined compressive strength of clay soils treated with limeJ Teknol2015761107113 HausmannMREngineering principles of ground modification1990MaidenheachMcGraw-Hill DasBMPrinciples of foundation engineering2015BostonCengage learning Ismail A, Baghini MS, Karim MR, Shokri F, Al-Mansob RA, Firoozi AA, Firoozi AA (2014) Laboratory investigation on the strength characteristics of cement-treated base. In: Applied mechanics and materials, vol 507. Trans Tech Publications, Zürich. pp 353–360 NaeiniSANaderiniaBIzadiEUnconfined compressive strength of clayey soils stabilized with waterborne polymerKSCE J Civ Eng201216694394910.1007/s12205-012-1388-9 ReisMBFormation of expansive calcium sulphoaluminate by the action of the sulphate ion on weathered granites in a calcium hydroxide-saturated mediumCem Concr Res198111454154710.1016/0008-8846(81)90083-1 EisazadehAThermal characteristics of lime-and phosphoric acid-stabilized montmorillonitic and kaolinitic soilsJ Therm Anal Calorim201512131239124610.1007/s10973-015-4666-1 AbdullahNAbdullahREffect of humic acid on microstructure of lime-treated organic clayInt J Eng201321118271833 Puppala AJ, Hanchanloet S, Jadeja M, Burkart B (1999) Sulfate induced heave distress: a case study. In: Proceedings, transportation research board annual meeting, Washington DC, USA CroftJBThe influence of soil mineralogical composition on cement stabilizationGeotechnique196717211913510.1680/geot.1967.17.2.119 PuppalaAJTalluriNChittooriBCCalcium-based stabiliser treatment of sulfate-bearing soilsProc Inst Civil Eng Ground Improv2014167316217210.1680/grim.13.00008 Dhakal SK (2012) Stabilization of very weak subgrade soil with cementitious stabilizers FirooziAATahaMRFirooziAAKhanTAAssessment of nano-zeolite on soil propertiesAust J Basic Appl Sci2014819292295 RadhakrishnanGKumarMARajuGVRPSwelling properties of expansive soils treated with chemicals and fly ashAm J Eng Res201434245250 FirooziAAOlgunGMobasserSCarbon nanotube and civil engineeringSaudi J Eng Technol20161114 BellFGLime stabilization of clay minerals and soilsEng Geol199642422323710.1016/0013-7952(96)00028-2 Little DN, Nair S (2009) Recommended practice for stabilization of subgrade soils and base materials. National cooperative highway research program. Transportation research board of the national academies Khan TA, Taha MR, Firoozi AA, Firoozi AA (2015) Strength tests of enzyme-treated illite and black soil mixtures. In: Proceedings of the institution of civil engineers-engineering sustainability, vol. 169, no. 5. Thomas Telford Ltd, Westminster. pp 214–222 Abu-FarsakhMDhakalSChenQLaboratory characterization of cementitiously treated/stabilized very weak subgrade soil under cyclic loadingSoils Found201555350451610.1016/j.sandf.2015.04.003 HaraguchiMMiyaderaKUemuraKSumizawaTFurukawaTYamadaKYamadaYAngiogenic activity of enzymesNature199436819810.1038/368198a0 ShuklaSKSivakuganNSinghAKAnalytical model for fiber-reinforced granular soils under high confining stressesJ Mater Civ Eng201022993594210.1061/(ASCE)MT.1943-5533.0000081 Takemoto K (1980) Hydration of pozzolanic cement. In: 7th International congress chemistry of cement I, paper no. 2 Hampton MB, Edil TB (1998) Strength gain of organic ground with cement-type binders. In: Soil improvement for big digs. ASCE, Reston. pp 135–148 AliMBSaidurRHossainMSA review on emission analysis in cement industriesRenew Sustain Energy Rev20111552252226110.1016/j.rser.2011.02.014 GaoTShenLShenMChenFLiuLGaoLAnalysis on differences of carbon dioxide emission from cement production and their major determinantsJ Clean Prod201510316017010.1016/j.jclepro.2014.11.026 RonohVTooJKKaluliJWVictorMRCement effects on the physical properties of expansive clay soil and the compressive strength of compressed interlocking clay blocksEur Int J Sci Technol2014387482 HooverCGUlmFJExperimental chemo-mechanics of early-age fracture properties of cement pasteCem Concr Res201575425210.1016/j.cemconres.2015.04.004 MikulčićHVujanovićMDuićNReducing the CO2 emissions in Croatian cement industryAppl Energy2013101414810.1016/j.apenergy.2012.02.083 ChittooriBCPuppalaAJWejrungsikulTHoyosLRExperimental studies on stabilized clays at various leaching cyclesJ Geotech Geoenviron Eng2013139101665167510.1061/(ASCE)GT.1943-5606.0000920 TahaMRKhanTAJawadITFirooziAAFirooziAARecent experimental studies in soil stabilization with bio-enzymes-a reviewElectron J Geotech Eng20131838813894 Yong RN, Ouhadi VR, Mohamed AMO (1996) Physicochemical evaluation of failure of stabilized marl soil. In: Proceedings of the 49th Canadian geotechnical conference frontiers in geotechnology, vol 2. pp 769–776 TurkozMSavasHAcazATosunHThe effect of magnesium chloride solution on the engineering properties of clay soil with expansive and dispersive characteristicsAppl Clay Sci20141011910.1016/j.clay.2014.08.007 Ling FNL, Kassim KA, Karim A, Tarmizi A, Chan TW (2013) Stabilization of artificial organic soil at room temperature using blended lime zeolite. In: Advanced materials research, vol 723. Trans Tech Publications, Zürich. pp 985–992 DuYYiQLiCLiaoLLife cycle oriented low-carbon operation models of machinery manufacturing industryJ Clean Prod20159114515710.1016/j.jclepro.2014.12.028 SaussayeLBoutouilMBaraudFLeleyterLInfluence of sulfate and chloride ions on the geotechnical and microstructural properties of soils treated with hydraulic binders: individual and coupling effectsEng Geol20151899810310.1016/j.enggeo.2015.01.023 Solanki P, Zaman M (2012) Microstructural and mineralogical characterization of clay stabilized using calcium-based stabilizers. In: Scanning electron microscopy. InTech KaminskasRBarauskasIInfluence of pozzolana on sulfate attack of cement stone affected by chloride ionsMater Struct201447111901191010.1617/s11527-013-0159-5 CristeloNCunhaVMDiasMGomesATMirandaTAraújoNInfluence of discrete fibre reinforcement on the uniaxial compression response and seismic wave velocity of a cement-stabilised sandy-clayGeotext Geomembr201543111310.1016/j.geotexmem.2014.11.007 BoseBGeo engineering properties of expansive soil stabilized with fly ashElectron J Geotech Eng20121713391353 WongLSHashimRAliFImproved strength and reduced permeability of stabilized peat: focus on application of kaolin as a pozzolanic additiveConstr Build Mater20134078379210.1016/j.conbuildmat.2012.11.065 PandianNSFly ash characterization with reference to geotechnical applicationsJ Indian Inst Sci2013846189216 ZulkifleyMTMNgTFRajJKHashimRBakarAFAParamanthanSAshrafMAA review of the stabilization of tropical lowland peatsBull Eng Geol Env201473373374610.1007/s10064-013-0549-5 KhemissaMMahamediACement and lime mixture stabilization of an expansive over consolidated clayAppl Clay Sci20149510411010.1016/j.clay.2014.03.017 Puppala AJ, Talluri NS, Chittoori BS, Gaily A (2012) Lessons learned from sulfate induced heaving studies in chemically treated soils. In: Proceedings of the international conference on ground improvement and ground control. Research Publishing, vol 1. pp 85–98 Pakir FB, Abdul Karim ATB, Ling FN, Kassim KA (2013) Effect of humic acid on geochemistry properties of kaolin. In: Advanced materials research, vol 701. Trans Tech Publications, Zürich. pp 310–313 Anggraini V, Huat BBK, Asadi A, Nahazanan H (2014) Effect of coir fibre and lime on geotechnical properties of marine clay soil. In: 7th International congress on environmental geotechnics: iceg2014, engineers, Australia. p 1430 HunterDLime-induced heave in sulfate-bearing clay soilsJ Geotech Eng1988114215016710.1061/(ASCE)0733-9410(1988)114:2(150) LiXShrinkage cracking of soils and cementitiously-stabilized soils: mechanisms and modeling2014PullmanWashington State University MakusaGPSoil stabilization methods and materials in engineering practice2012LuleåLuleå University of Technology LiskaMAl-TabbaaAPerformance of magnesia cements in pressed masonry units with natural aggregates: production parameters optimizationConstr Build Mater20082281789179710.1016/j.conbuildmat.2007.05.007 Wang L (2002) Cementitious stabilization of soils in the presence of sulfate. Doctoral dissertation SharmaVVinayakHKMarwahaBMEnhancing compressive strength of soil using natural fibersConstr Build Mater20159394394910.1016/j.conbuildmat.2015.05.065 JonesLDJeffersonIExpansive soils2012LondonICE Publishing413441 ParsonsRMilburnJEngineering behavior of stabilized soilsTransp Res Rec J Transp Res Board20031837202910.3141/1837-03 Soga K, Kumar K, Biscontin G, Kuo M (eds.) (2014) Geomechanics from micro to macro. CRC Press, Boca Raton EstabraghARBordbar NS Pandian (64_CR52) 2013; 84 S Sasanian (64_CR95) 2014; 54 MA Taylor (64_CR67) 1971; 68 V Sharma (64_CR59) 2015; 93 Y Yilmaz (64_CR62) 2015; 188 MR Hausmann (64_CR2) 1990 64_CR97 IM Al-Kiki (64_CR42) 2011; 29 JK Mitchell (64_CR103) 1986; 112 S Nair (64_CR80) 2011; 2212 64_CR94 R Kaminskas (64_CR9) 2014; 47 P Sherwood (64_CR3) 1993 64_CR17 64_CR15 64_CR13 SK Shukla (64_CR64) 2010; 22 64_CR99 64_CR12 KY Chan (64_CR87) 1999; 63 Y Du (64_CR74) 2015; 91 64_CR86 H Mikulčić (64_CR76) 2012; 45 SP Deng (64_CR25) 1997; 24 64_CR88 64_CR89 AA Firoozi (64_CR11) 2014; 8 MTM Zulkifley (64_CR55) 2014; 73 CA Anagnostopoulos (64_CR63) 2014; 9 JW Morse (64_CR91) 2007; 107 X Pei (64_CR38) 2015; 114 XF Zhang (64_CR72) 2012; 27 AA Firoozi (64_CR28) 2014; 19 A Eisazadeh (64_CR111) 2015; 121 MH Ghobadi (64_CR48) 2014; 73 64_CR39 64_CR106 64_CR37 J Prusinski (64_CR5) 1999; 1652 A Puppala (64_CR58) 2000; 1736 AJ Puppala (64_CR101) 2003; 7 AA Firoozi (64_CR10) 2014; 19 64_CR36 64_CR102 64_CR34 64_CR100 CG Hoover (64_CR65) 2015; 75 64_CR108 A Arman (64_CR43) 1990; 87 L Saussaye (64_CR8) 2015; 189 AA Al-Rawas (64_CR27) 2005; 40 64_CR21 MT Hossain (64_CR92) 2015; 7 KA Kassim (64_CR46) 2004; 16 RD Verástegui-Flores (64_CR107) 2014; 101 AA Firoozi (64_CR93) 2016; 1 JK Mitchell (64_CR79) 2005 J Alsharef (64_CR84) 2016; 2016 64_CR23 FG Bell (64_CR35) 1996; 42 RJ Zhang (64_CR96) 2014; 140 M Haraguchi (64_CR45) 1994; 368 KAH Saeeda (64_CR49) 2015; 72 D Hunter (64_CR109) 1988; 114 AA Firoozi (64_CR54) 2015; 76 M Khemissa (64_CR32) 2014; 95 G Rajasekaran (64_CR104) 2005; 32 P Solanki (64_CR41) 2010; 2186 64_CR7 64_CR57 H Chatelier Le (64_CR66) 1919; 14 C McDowell (64_CR6) 1959; 231 M Abu-Farsakh (64_CR14) 2015; 55 BC Chittoori (64_CR18) 2013; 139 V Ronoh (64_CR31) 2014; 3 AA Firoozi (64_CR16) 2017; 6 LD Jones (64_CR26) 2012 JM Kinuthia (64_CR83) 1999; 14 EO Tastan (64_CR51) 2011; 137 SA Naeini (64_CR4) 2012; 16 N Cristelo (64_CR61) 2015; 43 H Mikulčić (64_CR75) 2013; 101 G Radhakrishnan (64_CR56) 2014; 3 GP Broderick (64_CR44) 1990; 116 64_CR40 X Li (64_CR68) 2014 H Tremblay (64_CR90) 2002; 39 64_CR112 BM Das (64_CR1) 2015 64_CR110 MB Ali (64_CR73) 2011; 15 M Liska (64_CR78) 2008; 22 T Gao (64_CR77) 2015; 103 A Pedarla (64_CR33) 2011; 2212 R Parsons (64_CR22) 2003; 1837 N Abdullah (64_CR47) 2013; 2 A Kezdi (64_CR24) 1979 JB Croft (64_CR19) 1967; 17 B Obika (64_CR82) 1990; 20 B Bose (64_CR50) 2012; 17 AJ Puppala (64_CR81) 2014; 167 MR Taha (64_CR71) 2013; 18 AR Estabragh (64_CR20) 2013; 31 AA Firoozi (64_CR60) 2015; 66 BR Phani Kumar (64_CR53) 2004; 130 LS Wong (64_CR98) 2013; 40 MB Reis (64_CR85) 1981; 11 M Turkoz (64_CR105) 2014; 101 GP Makusa (64_CR29) 2012 64_CR69 C Sirivitmaitrie (64_CR30) 2011; 2204 Z Aksan (64_CR70) 2012; 31 |
| References_xml | – reference: GaoTShenLShenMChenFLiuLGaoLAnalysis on differences of carbon dioxide emission from cement production and their major determinantsJ Clean Prod201510316017010.1016/j.jclepro.2014.11.026 – reference: SirivitmaitrieCPuppalaASarideSHoyosLCombined lime-cement stabilization for longer life of low-volume roadsTransp Res Rec J Transp Res Board2011220414014710.3141/2204-18 – reference: KhemissaMMahamediACement and lime mixture stabilization of an expansive over consolidated clayAppl Clay Sci20149510411010.1016/j.clay.2014.03.017 – reference: GhobadiMHAbdilorYBabazadehRStabilization of clay soils using lime and effect of pH variations on shear strength parametersBull Eng Geol Env201473261161910.1007/s10064-013-0563-7 – reference: Khan TA, Taha MR, Firoozi AA, Firoozi AA (2015) Strength tests of enzyme-treated illite and black soil mixtures. In: Proceedings of the institution of civil engineers-engineering sustainability, vol. 169, no. 5. Thomas Telford Ltd, Westminster. pp 214–222 – reference: WongLSHashimRAliFImproved strength and reduced permeability of stabilized peat: focus on application of kaolin as a pozzolanic additiveConstr Build Mater20134078379210.1016/j.conbuildmat.2012.11.065 – reference: FirooziAATahaMRFirooziAAKhanTAThe influence of freeze-thaw cycles on unconfined compressive strength of clay soils treated with limeJ Teknol2015761107113 – reference: FirooziAATahaMRFirooziAAKhanTAAssessment of nano-zeolite on soil propertiesAust J Basic Appl Sci2014819292295 – reference: ShuklaSKSivakuganNSinghAKAnalytical model for fiber-reinforced granular soils under high confining stressesJ Mater Civ Eng201022993594210.1061/(ASCE)MT.1943-5533.0000081 – reference: ZhangRJLuYTTanTSPhoonKKSantosoAMLong-term effect of curing temperature on the strength behavior of cement-stabilized clayJ Geotech Geoenviron Eng2014140840141510.1061/(ASCE)GT.1943-5606.0001144 – reference: Chenu C, Rumpel C, Lehmann J (2015) Methods for studying soil organic matter: nature, dynamics, spatial accessibility, and interactions with minerals. In: Soil microbiology, ecology and biochemistry, 4th edn, pp 383–419. https://doi.org/10.1016/B978-0-12-415955-6.00013-X – reference: MakusaGPSoil stabilization methods and materials in engineering practice2012LuleåLuleå University of Technology – reference: AbdullahNAbdullahREffect of humic acid on microstructure of lime-treated organic clayInt J Eng201321118271833 – reference: TastanEOEdilTBBensonCHAydilekAHStabilization of organic soils with fly ashJ Geotech Geoenviron Eng2011137981983310.1061/(ASCE)GT.1943-5606.0000502 – reference: TaylorMAGeneral behavior theory for cement pastes, mortars, and concretesJ Proc19716810756762 – reference: Rupnow TD, Franklin B, White DJ (2015) Class C fly ash stabilization of recycled asphalt pavement and soil—a case study. In: 2015 world of coal ash (WOCA) conference in Nasvhille, TN, pp 1–19 – reference: MitchellJKSogaKFundamentals of soil behavior20053New YorkWiley – reference: SharmaVVinayakHKMarwahaBMEnhancing compressive strength of soil using natural fibersConstr Build Mater20159394394910.1016/j.conbuildmat.2015.05.065 – reference: Dhakal SK (2012) Stabilization of very weak subgrade soil with cementitious stabilizers – reference: Le ChatelierHCrystalloids against colloids in the theory of cementsTrans Faraday Soc19191481110.1039/tf9191400008 – reference: HossainMTHoqAAkhterMHossainAFInvestigation on different properties of organic soil by adding fly ashInt J Eng Sci Technol201571110.7763/IJET.2015.V7.755 – reference: ParsonsRMilburnJEngineering behavior of stabilized soilsTransp Res Rec J Transp Res Board20031837202910.3141/1837-03 – reference: BroderickGPDanielDEStabilizing compacted clay against chemical attackJ Geotech Eng1990116101549156710.1061/(ASCE)0733-9410(1990)116:10(1549) – reference: Hampton MB, Edil TB (1998) Strength gain of organic ground with cement-type binders. In: Soil improvement for big digs. ASCE, Reston. pp 135–148 – reference: Soga K, Kumar K, Biscontin G, Kuo M (eds.) (2014) Geomechanics from micro to macro. CRC Press, Boca Raton – reference: LiXShrinkage cracking of soils and cementitiously-stabilized soils: mechanisms and modeling2014PullmanWashington State University – reference: BellFGLime stabilization of clay minerals and soilsEng Geol199642422323710.1016/0013-7952(96)00028-2 – reference: PuppalaAJTalluriNChittooriBCCalcium-based stabiliser treatment of sulfate-bearing soilsProc Inst Civil Eng Ground Improv2014167316217210.1680/grim.13.00008 – reference: Uchikawa, H., and Uchida, S. (1980, July). Influence of pozzolana on the hydration of C3A. In Proceedings of the 7th International Congress on the Chemistry of Cement, Sub-Theme IV, Paris, France, pp 24–29 – reference: FirooziAATahaMRFirooziAANanotechnology in civil engineeringElectron J Geotech Eng20141946734682 – reference: DasBMPrinciples of foundation engineering2015BostonCengage learning – reference: BoseBGeo engineering properties of expansive soil stabilized with fly ashElectron J Geotech Eng20121713391353 – reference: SherwoodPSoil stabilization with cement and lime1993College ParkTransport Research Laboratory – reference: DengSPTabatabaiMAEffect of tillage and residue management on enzyme activities in soils: III. Phosphatases and arylsulfataseBiol Fertil Soils199724214114610.1007/s003740050222 – reference: KinuthiaJMWildSJonesGIEffects of monovalent and divalent metal sulphates on consistency and compaction of lime-stabilised kaoliniteAppl Clay Sci1999141274510.1016/S0169-1317(98)00046-5 – reference: PeiXZhangFWuWLiangSPhysicochemical and index properties of loess stabilized with lime and fly ash pilesAppl Clay Sci2015114778410.1016/j.clay.2015.05.007 – reference: Solanki P, Zaman M (2012) Microstructural and mineralogical characterization of clay stabilized using calcium-based stabilizers. In: Scanning electron microscopy. InTech – reference: PandianNSFly ash characterization with reference to geotechnical applicationsJ Indian Inst Sci2013846189216 – reference: Little DN (1999) Evaluation of structural properties of lime stabilized soils and aggregates. Prepared for the national lime association, vol 1, pp 1–89 – reference: AnagnostopoulosCATzetzisDBerketisKShear strength behaviour of polypropylene fibre reinforced cohesive soilsGeomech Geoeng20149324125110.1080/17486025.2013.804213 – reference: TahaMRKhanTAJawadITFirooziAAFirooziAARecent experimental studies in soil stabilization with bio-enzymes-a reviewElectron J Geotech Eng20131838813894 – reference: Ling FNL, Kassim KA, Karim A, Tarmizi A, Chan TW (2013) Stabilization of artificial organic soil at room temperature using blended lime zeolite. In: Advanced materials research, vol 723. Trans Tech Publications, Zürich. pp 985–992 – reference: HooverCGUlmFJExperimental chemo-mechanics of early-age fracture properties of cement pasteCem Concr Res201575425210.1016/j.cemconres.2015.04.004 – reference: ArmanABarclayRTCasiasTJCrockerDAAdaskaWSDe GraffenreidRLSuperDWState-of-the-art report on soil cementACI Mater J1990874395417 – reference: MikulčićHVujanovićMFidarosDKPrieschingPMinićITatschlRStefanovićGThe application of CFD modelling to support the reduction of CO2 emissions in cement industryEnergy201245146447310.1016/j.energy.2012.04.030 – reference: FirooziAATahaMRFirooziAAKhanTAEffect of ultrasonic treatment on clay microfabric evaluation by atomic force microscopyMeasurement20156624425210.1016/j.measurement.2015.02.033 – reference: SasanianSNewsonTABasic parameters governing the behaviour of cement-treated claysSoils Found201454220922410.1016/j.sandf.2014.02.011 – reference: AliMBSaidurRHossainMSA review on emission analysis in cement industriesRenew Sustain Energy Rev20111552252226110.1016/j.rser.2011.02.014 – reference: Wang L (2002) Cementitious stabilization of soils in the presence of sulfate. Doctoral dissertation – reference: Ismaiel HAH (2006) Treatment and improvement of the geotechnical properties of different soft fine-grained soils using chemical stabilization. Shaker – reference: CristeloNCunhaVMDiasMGomesATMirandaTAraújoNInfluence of discrete fibre reinforcement on the uniaxial compression response and seismic wave velocity of a cement-stabilised sandy-clayGeotext Geomembr201543111310.1016/j.geotexmem.2014.11.007 – reference: FirooziAATahaMRFirooziAAAnalysis of the load bearing capacity of two and three-layered soilElectron J Geotech Eng20141946834692 – reference: Chittoori BCS (2008) Clay mineralogy effects on long-term performance of chemically treated expansive clays, Doctoral dissertation, The University of Texas at Arlington – reference: JonesLDJeffersonIExpansive soils2012LondonICE Publishing413441 – reference: FirooziAAFirooziAABaghiniMSA review of physical and chemical clayeyJ Civ Eng Urban2017646471 – reference: TremblayHDuchesneJLocatJLeroueilSInfluence of the nature of organic compounds on fine soil stabilization with cementCan Geotech J200239353554610.1139/t02-002 – reference: FirooziAAOlgunGMobasserSCarbon nanotube and civil engineeringSaudi J Eng Technol20161114 – reference: Al-KikiIMAl-AtallaMAAl-ZubaydiAHLong term strength and durability of clayey soil stabilized with limeEng Tech J2011294725735 – reference: Xu LL, Wang PM, Wu GM, Zhang GF (2014) Effect of calcium sulfate on the formation of ettringite in calcium aluminate and sulfoaluminate blended systems. In: Key engineering materials, vol 599. Trans Tech Publications, Zürich. pp 23–28 – reference: HunterDLime-induced heave in sulfate-bearing clay soilsJ Geotech Eng1988114215016710.1061/(ASCE)0733-9410(1988)114:2(150) – reference: PedarlaAChittooriSPuppalaAInfluence of mineralogy and plasticity index on the stabilization effectiveness of expansive claysTransp Res Rec J Transp Res Board20112212919910.3141/2212-10 – reference: Yong RN, Ouhadi VR, Mohamed AMO (1996) Physicochemical evaluation of failure of stabilized marl soil. In: Proceedings of the 49th Canadian geotechnical conference frontiers in geotechnology, vol 2. pp 769–776 – reference: KaminskasRBarauskasIInfluence of pozzolana on sulfate attack of cement stone affected by chloride ionsMater Struct201447111901191010.1617/s11527-013-0159-5 – reference: Jung C, Bobet A (2008) Post-construction evaluation of lime-treated soils. https://doi.org/10.5703/1288284313443 – reference: Pakir FB, Abdul Karim ATB, Ling FN, Kassim KA (2013) Effect of humic acid on geochemistry properties of kaolin. In: Advanced materials research, vol 701. Trans Tech Publications, Zürich. pp 310–313 – reference: NairSLittleDMechanisms of distress associated with sulfate-induced heaving in lime-treated soilsTransp Res Rec J Transp Res Board20112212829010.3141/2212-09 – reference: AksanZÇeliklerDThe Turkish adaptation study of global warming questionnaireProc Social Behav Sci20123168168410.1016/j.sbspro.2011.12.124 – reference: Puppala AJ, Talluri NS, Chittoori BS, Gaily A (2012) Lessons learned from sulfate induced heaving studies in chemically treated soils. In: Proceedings of the international conference on ground improvement and ground control. Research Publishing, vol 1. pp 85–98 – reference: KezdiAStabilized earth roads development in geotechnical engineering1979LondonElsevier – reference: HaraguchiMMiyaderaKUemuraKSumizawaTFurukawaTYamadaKYamadaYAngiogenic activity of enzymesNature199436819810.1038/368198a0 – reference: Verástegui-FloresRDDi EmidioGImpact of sulfate attack on mechanical properties and hydraulic conductivity of a cement-admixed clayAppl Clay Sci201410149049610.1016/j.clay.2014.09.012 – reference: McDowellCStabilization of soils with lime, lime-flyash, and other lime reactive materialsHighway Res Board Bull19592316066 – reference: RajasekaranGSulphate attack and ettringite formation in the lime and cement stabilized marine claysOcean Eng20053281133115910.1016/j.oceaneng.2004.08.012 – reference: MikulčićHVujanovićMDuićNReducing the CO2 emissions in Croatian cement industryAppl Energy2013101414810.1016/j.apenergy.2012.02.083 – reference: ZulkifleyMTMNgTFRajJKHashimRBakarAFAParamanthanSAshrafMAA review of the stabilization of tropical lowland peatsBull Eng Geol Env201473373374610.1007/s10064-013-0549-5 – reference: SolankiPZamanMDeanJResilient modulus of clay subgrades stabilized with lime, class C fly ash, and cement kiln dust for pavement designTransp Res Rec J Transp Res Board2010218610111010.3141/2186-11 – reference: KassimKAChernKKLime stabilized Malaysian cohesive soilsMalays J Civil Eng20041611323 – reference: Phani KumarBRSharmaRSEffect of fly ash on engineering properties of expansive soilsJ Geotech Geoenviron Eng2004130776476710.1061/(ASCE)1090-0241(2004)130:7(764) – reference: DuYYiQLiCLiaoLLife cycle oriented low-carbon operation models of machinery manufacturing industryJ Clean Prod20159114515710.1016/j.jclepro.2014.12.028 – reference: ReisMBFormation of expansive calcium sulphoaluminate by the action of the sulphate ion on weathered granites in a calcium hydroxide-saturated mediumCem Concr Res198111454154710.1016/0008-8846(81)90083-1 – reference: PrusinskiJBhattacharjaSEffectiveness of Portland cement and lime in stabilizing clay soilsTransp Res Rec J Transp Res Board1999165221522710.3141/1652-28 – reference: HausmannMREngineering principles of ground modification1990MaidenheachMcGraw-Hill – reference: NaeiniSANaderiniaBIzadiEUnconfined compressive strength of clayey soils stabilized with waterborne polymerKSCE J Civ Eng201216694394910.1007/s12205-012-1388-9 – reference: TurkozMSavasHAcazATosunHThe effect of magnesium chloride solution on the engineering properties of clay soil with expansive and dispersive characteristicsAppl Clay Sci20141011910.1016/j.clay.2014.08.007 – reference: Louafi B, Hadef B, Bahar R (2015) Improvement of geotechnical characteristics of clay soils using lime. In: Advanced materials research, vol 1105. Trans Tech Publications, Zürich. pp 315–319 – reference: Abu-FarsakhMDhakalSChenQLaboratory characterization of cementitiously treated/stabilized very weak subgrade soil under cyclic loadingSoils Found201555350451610.1016/j.sandf.2015.04.003 – reference: CroftJBThe influence of soil mineralogical composition on cement stabilizationGeotechnique196717211913510.1680/geot.1967.17.2.119 – reference: RadhakrishnanGKumarMARajuGVRPSwelling properties of expansive soils treated with chemicals and fly ashAm J Eng Res201434245250 – reference: SaussayeLBoutouilMBaraudFLeleyterLInfluence of sulfate and chloride ions on the geotechnical and microstructural properties of soils treated with hydraulic binders: individual and coupling effectsEng Geol20151899810310.1016/j.enggeo.2015.01.023 – reference: Tedesco DV (2006) Hydro-mechanical behaviour of lime-stabilised soils, Doctoral dissertation, Ph.D. thesis, Università degli Studi di Cassino Facoltà di Ingegneria – reference: MorseJWArvidsonRSLüttgeACalcium carbonate formation and dissolutionChem Rev2007107234238110.1021/cr050358j – reference: EstabraghARBordbarATJavadiAAA study on the mechanical behavior of a fiber-clay composite with natural fiberGeotech Geol Eng201331250151010.1007/s10706-012-9602-6 – reference: Ismail A, Baghini MS, Karim MR, Shokri F, Al-Mansob RA, Firoozi AA, Firoozi AA (2014) Laboratory investigation on the strength characteristics of cement-treated base. In: Applied mechanics and materials, vol 507. Trans Tech Publications, Zürich. pp 353–360 – reference: Puppala AJ, Hanchanloet S, Jadeja M, Burkart B (1999) Sulfate induced heave distress: a case study. In: Proceedings, transportation research board annual meeting, Washington DC, USA – reference: ChanKYHeenanDPLime-induced loss of soil organic carbon and effect on aggregate stabilitySoil Sci Soc Am J19996361841184410.2136/sssaj1999.6361841x – reference: Ling FN, Kassim KA, Karim A, Tarmizi A (2013) Reaction products of lime zeolite stabilized kaolin humic acid. In: Applied mechanics and materials, vol 372. Trans Tech Publications, Zürich. pp 88–96 – reference: SaeedaKAHKassimaKAYunusaNZMNurbHPhysico-chemical characterization of lime stabilized tropical kaolin clayJ Teknol20157238390 – reference: MitchellJKPractical problems from surprising soil behaviorJ Geotech Eng1986112325928910.1061/(ASCE)0733-9410(1986)112:3(255) – reference: LiskaMAl-TabbaaAPerformance of magnesia cements in pressed masonry units with natural aggregates: production parameters optimizationConstr Build Mater20082281789179710.1016/j.conbuildmat.2007.05.007 – reference: RonohVTooJKKaluliJWVictorMRCement effects on the physical properties of expansive clay soil and the compressive strength of compressed interlocking clay blocksEur Int J Sci Technol2014387482 – reference: ObikaBFreer-HewishRJSoluble salt damage to thin bituminous surfacings of roads and runwaysAust Road Res19902042441 – reference: Little DN, Nair S (2009) Recommended practice for stabilization of subgrade soils and base materials. National cooperative highway research program. Transportation research board of the national academies – reference: PuppalaAMusendaCEffects of fiber reinforcement on strength and volume change in expansive soilsTransp Res Rec J Transp Res Board2000173613414010.3141/1736-17 – reference: Anggraini V, Huat BBK, Asadi A, Nahazanan H (2014) Effect of coir fibre and lime on geotechnical properties of marine clay soil. In: 7th International congress on environmental geotechnics: iceg2014, engineers, Australia. p 1430 – reference: YilmazYCompaction and strength characteristics of fly ash and fiber amended clayey soilEng Geol201518816817710.1016/j.enggeo.2015.01.018 – reference: AlsharefJTahaMRFirooziAAGovindasamyPPotential of using nanocarbons to stabilize weak soilsAppl Environ Soil Sci201620161910.1155/2016/5060531 – reference: PuppalaAJWattanasanticharoenEPunthutaechaKExperimental evaluations of stabilisation methods for sulphate-rich expansive soilsGround Improv200371253510.1680/grim.2003.7.1.25 – reference: Takemoto K (1980) Hydration of pozzolanic cement. In: 7th International congress chemistry of cement I, paper no. 2 – reference: ZhangXFZhangSYHuZYYuGPeiCHSaRNIdentification of connection units with high GHG emissions for low-carbon product structure designJ Clean Prod20122711812510.1016/j.jclepro.2012.01.011 – reference: Al-RawasAAHagoAWAl-SarmiHEffect of lime, cement and Sarooj (artificial pozzolan) on the swelling potential of an expansive soil from OmanBuild Environ200540568168710.1016/j.buildenv.2004.08.028 – reference: ChittooriBCPuppalaAJWejrungsikulTHoyosLRExperimental studies on stabilized clays at various leaching cyclesJ Geotech Geoenviron Eng2013139101665167510.1061/(ASCE)GT.1943-5606.0000920 – reference: EisazadehAThermal characteristics of lime-and phosphoric acid-stabilized montmorillonitic and kaolinitic soilsJ Therm Anal Calorim201512131239124610.1007/s10973-015-4666-1 – volume: 8 start-page: 292 issue: 19 year: 2014 ident: 64_CR11 publication-title: Aust J Basic Appl Sci – start-page: 413 volume-title: Expansive soils year: 2012 ident: 64_CR26 – ident: 64_CR112 – ident: 64_CR106 – volume: 45 start-page: 464 issue: 1 year: 2012 ident: 64_CR76 publication-title: Energy doi: 10.1016/j.energy.2012.04.030 – ident: 64_CR89 doi: 10.4028/www.scientific.net/AMR.723.985 – volume: 39 start-page: 535 issue: 3 year: 2002 ident: 64_CR90 publication-title: Can Geotech J doi: 10.1139/t02-002 – volume: 7 start-page: 1 issue: 1 year: 2015 ident: 64_CR92 publication-title: Int J Eng Sci Technol doi: 10.7763/IJET.2015.V7.755 – ident: 64_CR57 – ident: 64_CR86 – ident: 64_CR40 – volume-title: Stabilized earth roads development in geotechnical engineering year: 1979 ident: 64_CR24 – volume: 54 start-page: 209 issue: 2 year: 2014 ident: 64_CR95 publication-title: Soils Found doi: 10.1016/j.sandf.2014.02.011 – volume: 1652 start-page: 215 year: 1999 ident: 64_CR5 publication-title: Transp Res Rec J Transp Res Board doi: 10.3141/1652-28 – volume: 24 start-page: 141 issue: 2 year: 1997 ident: 64_CR25 publication-title: Biol Fertil Soils doi: 10.1007/s003740050222 – volume: 130 start-page: 764 issue: 7 year: 2004 ident: 64_CR53 publication-title: J Geotech Geoenviron Eng doi: 10.1061/(ASCE)1090-0241(2004)130:7(764) – volume: 14 start-page: 8 year: 1919 ident: 64_CR66 publication-title: Trans Faraday Soc doi: 10.1039/tf9191400008 – volume: 2212 start-page: 91 year: 2011 ident: 64_CR33 publication-title: Transp Res Rec J Transp Res Board doi: 10.3141/2212-10 – volume: 16 start-page: 943 issue: 6 year: 2012 ident: 64_CR4 publication-title: KSCE J Civ Eng doi: 10.1007/s12205-012-1388-9 – volume: 73 start-page: 733 issue: 3 year: 2014 ident: 64_CR55 publication-title: Bull Eng Geol Env doi: 10.1007/s10064-013-0549-5 – volume-title: Engineering principles of ground modification year: 1990 ident: 64_CR2 – volume: 18 start-page: 3881 year: 2013 ident: 64_CR71 publication-title: Electron J Geotech Eng – volume-title: Soil stabilization methods and materials in engineering practice year: 2012 ident: 64_CR29 – ident: 64_CR108 doi: 10.4028/www.scientific.net/KEM.599.23 – ident: 64_CR39 doi: 10.5703/1288284313443 – volume: 2212 start-page: 82 year: 2011 ident: 64_CR80 publication-title: Transp Res Rec J Transp Res Board doi: 10.3141/2212-09 – ident: 64_CR17 – volume: 29 start-page: 725 issue: 4 year: 2011 ident: 64_CR42 publication-title: Eng Tech J – volume: 368 start-page: 198 year: 1994 ident: 64_CR45 publication-title: Nature doi: 10.1038/368198a0 – volume: 76 start-page: 107 issue: 1 year: 2015 ident: 64_CR54 publication-title: J Teknol doi: 10.11113/jt.v76.4127 – ident: 64_CR94 doi: 10.1016/B978-0-12-415955-6.00013-X – ident: 64_CR97 – volume: 116 start-page: 1549 issue: 10 year: 1990 ident: 64_CR44 publication-title: J Geotech Eng doi: 10.1061/(ASCE)0733-9410(1990)116:10(1549) – volume: 47 start-page: 1901 issue: 11 year: 2014 ident: 64_CR9 publication-title: Mater Struct doi: 10.1617/s11527-013-0159-5 – volume: 42 start-page: 223 issue: 4 year: 1996 ident: 64_CR35 publication-title: Eng Geol doi: 10.1016/0013-7952(96)00028-2 – volume-title: Principles of foundation engineering year: 2015 ident: 64_CR1 – ident: 64_CR13 – volume: 188 start-page: 168 year: 2015 ident: 64_CR62 publication-title: Eng Geol doi: 10.1016/j.enggeo.2015.01.018 – ident: 64_CR36 – volume: 27 start-page: 118 year: 2012 ident: 64_CR72 publication-title: J Clean Prod doi: 10.1016/j.jclepro.2012.01.011 – volume: 19 start-page: 4683 year: 2014 ident: 64_CR28 publication-title: Electron J Geotech Eng – volume: 17 start-page: 119 issue: 2 year: 1967 ident: 64_CR19 publication-title: Geotechnique doi: 10.1680/geot.1967.17.2.119 – volume: 63 start-page: 1841 issue: 6 year: 1999 ident: 64_CR87 publication-title: Soil Sci Soc Am J doi: 10.2136/sssaj1999.6361841x – volume: 22 start-page: 1789 issue: 8 year: 2008 ident: 64_CR78 publication-title: Constr Build Mater doi: 10.1016/j.conbuildmat.2007.05.007 – ident: 64_CR99 doi: 10.4028/www.scientific.net/AMM.372.88 – volume: 14 start-page: 27 issue: 1 year: 1999 ident: 64_CR83 publication-title: Appl Clay Sci doi: 10.1016/S0169-1317(98)00046-5 – ident: 64_CR37 doi: 10.4028/www.scientific.net/AMR.1105.315 – volume: 140 start-page: 401 issue: 8 year: 2014 ident: 64_CR96 publication-title: J Geotech Geoenviron Eng doi: 10.1061/(ASCE)GT.1943-5606.0001144 – volume: 114 start-page: 150 issue: 2 year: 1988 ident: 64_CR109 publication-title: J Geotech Eng doi: 10.1061/(ASCE)0733-9410(1988)114:2(150) – volume: 43 start-page: 1 issue: 1 year: 2015 ident: 64_CR61 publication-title: Geotext Geomembr doi: 10.1016/j.geotexmem.2014.11.007 – volume: 19 start-page: 4673 year: 2014 ident: 64_CR10 publication-title: Electron J Geotech Eng – volume: 101 start-page: 490 year: 2014 ident: 64_CR107 publication-title: Appl Clay Sci doi: 10.1016/j.clay.2014.09.012 – volume: 231 start-page: 60 year: 1959 ident: 64_CR6 publication-title: Highway Res Board Bull – volume: 93 start-page: 943 year: 2015 ident: 64_CR59 publication-title: Constr Build Mater doi: 10.1016/j.conbuildmat.2015.05.065 – volume: 2016 start-page: 1 year: 2016 ident: 64_CR84 publication-title: Appl Environ Soil Sci doi: 10.1155/2016/5060531 – volume: 1 start-page: 1 issue: 1 year: 2016 ident: 64_CR93 publication-title: Saudi J Eng Technol – ident: 64_CR110 doi: 10.1201/b17395 – volume: 66 start-page: 244 year: 2015 ident: 64_CR60 publication-title: Measurement doi: 10.1016/j.measurement.2015.02.033 – volume: 95 start-page: 104 year: 2014 ident: 64_CR32 publication-title: Appl Clay Sci doi: 10.1016/j.clay.2014.03.017 – volume: 75 start-page: 42 year: 2015 ident: 64_CR65 publication-title: Cem Concr Res doi: 10.1016/j.cemconres.2015.04.004 – volume: 15 start-page: 2252 issue: 5 year: 2011 ident: 64_CR73 publication-title: Renew Sustain Energy Rev doi: 10.1016/j.rser.2011.02.014 – volume: 32 start-page: 1133 issue: 8 year: 2005 ident: 64_CR104 publication-title: Ocean Eng doi: 10.1016/j.oceaneng.2004.08.012 – volume: 91 start-page: 145 year: 2015 ident: 64_CR74 publication-title: J Clean Prod doi: 10.1016/j.jclepro.2014.12.028 – volume: 7 start-page: 25 issue: 1 year: 2003 ident: 64_CR101 publication-title: Ground Improv doi: 10.1680/grim.2003.7.1.25 – volume: 72 start-page: 83 issue: 3 year: 2015 ident: 64_CR49 publication-title: J Teknol – ident: 64_CR69 doi: 10.5772/34176 – ident: 64_CR100 doi: 10.4028/www.scientific.net/AMR.701.310 – ident: 64_CR15 – volume: 107 start-page: 342 issue: 2 year: 2007 ident: 64_CR91 publication-title: Chem Rev doi: 10.1021/cr050358j – volume: 1837 start-page: 20 year: 2003 ident: 64_CR22 publication-title: Transp Res Rec J Transp Res Board doi: 10.3141/1837-03 – ident: 64_CR21 – volume: 137 start-page: 819 issue: 9 year: 2011 ident: 64_CR51 publication-title: J Geotech Geoenviron Eng doi: 10.1061/(ASCE)GT.1943-5606.0000502 – volume: 40 start-page: 681 issue: 5 year: 2005 ident: 64_CR27 publication-title: Build Environ doi: 10.1016/j.buildenv.2004.08.028 – volume: 31 start-page: 681 year: 2012 ident: 64_CR70 publication-title: Proc Social Behav Sci doi: 10.1016/j.sbspro.2011.12.124 – volume: 84 start-page: 189 issue: 6 year: 2013 ident: 64_CR52 publication-title: J Indian Inst Sci – volume: 139 start-page: 1665 issue: 10 year: 2013 ident: 64_CR18 publication-title: J Geotech Geoenviron Eng doi: 10.1061/(ASCE)GT.1943-5606.0000920 – volume: 1736 start-page: 134 year: 2000 ident: 64_CR58 publication-title: Transp Res Rec J Transp Res Board doi: 10.3141/1736-17 – volume: 2186 start-page: 101 year: 2010 ident: 64_CR41 publication-title: Transp Res Rec J Transp Res Board doi: 10.3141/2186-11 – volume: 9 start-page: 241 issue: 3 year: 2014 ident: 64_CR63 publication-title: Geomech Geoeng doi: 10.1080/17486025.2013.804213 – volume: 103 start-page: 160 year: 2015 ident: 64_CR77 publication-title: J Clean Prod doi: 10.1016/j.jclepro.2014.11.026 – volume: 101 start-page: 41 year: 2013 ident: 64_CR75 publication-title: Appl Energy doi: 10.1016/j.apenergy.2012.02.083 – volume: 114 start-page: 77 year: 2015 ident: 64_CR38 publication-title: Appl Clay Sci doi: 10.1016/j.clay.2015.05.007 – volume-title: Shrinkage cracking of soils and cementitiously-stabilized soils: mechanisms and modeling year: 2014 ident: 64_CR68 – volume: 189 start-page: 98 year: 2015 ident: 64_CR8 publication-title: Eng Geol doi: 10.1016/j.enggeo.2015.01.023 – volume: 31 start-page: 501 issue: 2 year: 2013 ident: 64_CR20 publication-title: Geotech Geol Eng doi: 10.1007/s10706-012-9602-6 – volume: 101 start-page: 1 year: 2014 ident: 64_CR105 publication-title: Appl Clay Sci doi: 10.1016/j.clay.2014.08.007 – volume: 167 start-page: 162 issue: 3 year: 2014 ident: 64_CR81 publication-title: Proc Inst Civil Eng Ground Improv doi: 10.1680/grim.13.00008 – volume: 87 start-page: 395 issue: 4 year: 1990 ident: 64_CR43 publication-title: ACI Mater J – volume: 22 start-page: 935 issue: 9 year: 2010 ident: 64_CR64 publication-title: J Mater Civ Eng doi: 10.1061/(ASCE)MT.1943-5533.0000081 – volume-title: Soil stabilization with cement and lime year: 1993 ident: 64_CR3 – volume: 112 start-page: 259 issue: 3 year: 1986 ident: 64_CR103 publication-title: J Geotech Eng doi: 10.1061/(ASCE)0733-9410(1986)112:3(255) – volume: 3 start-page: 74 issue: 8 year: 2014 ident: 64_CR31 publication-title: Eur Int J Sci Technol – volume: 2 start-page: 1827 issue: 11 year: 2013 ident: 64_CR47 publication-title: Int J Eng – volume: 68 start-page: 756 issue: 10 year: 1971 ident: 64_CR67 publication-title: J Proc – ident: 64_CR88 – volume-title: Fundamentals of soil behavior year: 2005 ident: 64_CR79 – ident: 64_CR102 doi: 10.3850/978-981-07-3559-3_101-0001 – ident: 64_CR34 doi: 10.4028/www.scientific.net/AMM.507.353 – volume: 6 start-page: 64 issue: 4 year: 2017 ident: 64_CR16 publication-title: J Civ Eng Urban – volume: 20 start-page: 24 issue: 4 year: 1990 ident: 64_CR82 publication-title: Aust Road Res – volume: 121 start-page: 1239 issue: 3 year: 2015 ident: 64_CR111 publication-title: J Therm Anal Calorim doi: 10.1007/s10973-015-4666-1 – ident: 64_CR7 – volume: 40 start-page: 783 year: 2013 ident: 64_CR98 publication-title: Constr Build Mater doi: 10.1016/j.conbuildmat.2012.11.065 – volume: 55 start-page: 504 issue: 3 year: 2015 ident: 64_CR14 publication-title: Soils Found doi: 10.1016/j.sandf.2015.04.003 – volume: 16 start-page: 13 issue: 1 year: 2004 ident: 64_CR46 publication-title: Malays J Civil Eng – ident: 64_CR23 – volume: 2204 start-page: 140 year: 2011 ident: 64_CR30 publication-title: Transp Res Rec J Transp Res Board doi: 10.3141/2204-18 – volume: 3 start-page: 245 issue: 4 year: 2014 ident: 64_CR56 publication-title: Am J Eng Res – volume: 73 start-page: 611 issue: 2 year: 2014 ident: 64_CR48 publication-title: Bull Eng Geol Env doi: 10.1007/s10064-013-0563-7 – volume: 11 start-page: 541 issue: 4 year: 1981 ident: 64_CR85 publication-title: Cem Concr Res doi: 10.1016/0008-8846(81)90083-1 – volume: 17 start-page: 1339 year: 2012 ident: 64_CR50 publication-title: Electron J Geotech Eng – ident: 64_CR12 |
| SSID | ssj0001687298 ssib044740924 |
| Score | 2.558353 |
| Snippet | Clayey soils are usually stiff when they are dry and give up their stiffness as they become saturated. Soft clays are associated with low compressive strength... Abstract Clayey soils are usually stiff when they are dry and give up their stiffness as they become saturated. Soft clays are associated with low compressive... |
| SourceID | doaj proquest crossref springer |
| SourceType | Open Website Aggregation Database Enrichment Source Index Database Publisher |
| StartPage | 1 |
| SubjectTerms | Additives Advantages and disadvantages Cement Cement constituents Cementing Civil Engineering Clay Composite materials Compressive strength Damage Earth and Environmental Science Earth Sciences Expansion Expansive soils Fibers Fly ash Foundations Geoengineering Geotechnical engineering Geotechnical Engineering & Applied Earth Sciences Hydraulics Identification methods Lime Lime soil stabilization Original Research Project planning Slag Soil improvement Soil lime Soil moisture Soil stabilization Stiffness |
| SummonAdditionalLinks | – databaseName: Engineering Database dbid: M7S link: http://cvtisr.summon.serialssolutions.com/2.0.0/link/0/eLvHCXMwpV1LS-UwFA6-FjMLnyPe8UEZXCnB2zRNclai4sWFiDAK7kKaJiJcbvX2Or9_ctLUF-jGbZqU9rxzkvMdQvYVxFKeIXXgLOVG5hQqCTRYSa-E81DbiDN7Ka-u1N0dXKeEW5uuVfY2MRrqurGYIz_KQ6BSokSy48cnil2j8HQ1tdCYJ4uIksDi1b2_vTxxLsPuJVU_xJyLUCGWjE3qwnjQcxDpoDNX4qjlKP4UzTY6agrvXFVE9H8Xhn44OY0OabTy3V9ZJcspFM1OOtlZI3Nusk5-vgEo3CB_Rlgo0uH_t1njs7Z5GGchoMQrtV0B5y9yOzq_ObugqasCtUE_Z7T2jgGvykoxN3QuOGirjLMCDJdlbbAnWaGkr2XB6kAwZbnzpRfKF8KrwrpikyxMmonbIhnkVV7LQMbaAbegDAsBCJTWVJZ5bmBAhj0BtU2Q49j5Yqzj1kMJ3dFcB5prpLkOSw5eljx2eBtfTT5FrrxMRKjsONBM73XSPG1tMGnSqtw7ww2rKll4Id2wAkT-gXJAdnou6aS_rX5l0YAc9nx-8_izL_r99cu2yQ-G8pUzmosdsjCbPrtdsmT_zR7a6V4U3v-eVu_y priority: 102 providerName: ProQuest – databaseName: SpringerLink dbid: C24 link: http://cvtisr.summon.serialssolutions.com/2.0.0/link/0/eLvHCXMwnV3NS8MwFA86PejBb3E6pYgnJdikbZJ31OHwIMODwm4hTRMZyCrr9O83SduxiQp6bfMgL--zfXm_h9CFgNDKE2MDRuNUcYIh54Cdl7SCGQuFDjizD3w4FKMRPDZ93FV7270tSQZPHcxasOsq9dqJvVf1cRTDKlrLiACv1v2mxSH8WGHCJYyiqWB-S7kUgwJU_1J--aUkGiLNYPtfe9xBW01iGd3UmrCLVsxkD20uwA3uo_OBb_uo0fyrqLRRVY5fI5ce-guydTvmAXoe3D3173EzIwFrZ20zXFhDIc2zXFATG-PCrRbKaAYq5Vmh_ISxRHBb8IQW7mSETo3NLBM2YVYk2iSHqDMpJ-YIRUByUnAgUBhINQhFXToBmVa5pjZV0EVxe2pSNwDifo7FqwwfEoLJmn3p2JeefelILuckbzV6xm-Lb70o5gs98HV4UE5fZGNHUmvnoLgWxBqVKprnPLGMmzgHj-MDWRf1WkHKxhorSVySm3lvRrvoqhXcwuufdnT8p9UnaIN6yROKCeuhzmz6bk7Ruv6YjavpWVDSTwLk31I priority: 102 providerName: Springer Nature |
| Title | Fundamentals of soil stabilization |
| URI | https://link.springer.com/article/10.1186/s40703-017-0064-9 https://www.proquest.com/docview/1977503072 https://doaj.org/article/cc3057c81fea4a2bb73f67e0b9228395 |
| Volume | 8 |
| WOSCitedRecordID | wos000418347700001&url=https%3A%2F%2Fcvtisr.summon.serialssolutions.com%2F%23%21%2Fsearch%3Fho%3Df%26include.ft.matches%3Dt%26l%3Dnull%26q%3D |
| hasFullText | 1 |
| inHoldings | 1 |
| isFullTextHit | |
| isPrint | |
| journalDatabaseRights | – providerCode: PRVAON databaseName: Directory of Open Access Journals customDbUrl: eissn: 2198-2783 dateEnd: 99991231 omitProxy: false ssIdentifier: ssj0001687298 issn: 2092-9196 databaseCode: DOA dateStart: 20150101 isFulltext: true titleUrlDefault: https://www.doaj.org/ providerName: Directory of Open Access Journals – providerCode: PRVHPJ databaseName: ROAD: Directory of Open Access Scholarly Resources customDbUrl: eissn: 2198-2783 dateEnd: 99991231 omitProxy: false ssIdentifier: ssib044740924 issn: 2092-9196 databaseCode: M~E dateStart: 20150101 isFulltext: true titleUrlDefault: https://road.issn.org providerName: ISSN International Centre – providerCode: PRVPQU databaseName: Engineering Database customDbUrl: eissn: 2198-2783 dateEnd: 99991231 omitProxy: false ssIdentifier: ssj0001687298 issn: 2092-9196 databaseCode: M7S dateStart: 20150201 isFulltext: true titleUrlDefault: http://search.proquest.com providerName: ProQuest – providerCode: PRVPQU databaseName: ProQuest Central Database Suite (ProQuest) customDbUrl: eissn: 2198-2783 dateEnd: 99991231 omitProxy: false ssIdentifier: ssj0001687298 issn: 2092-9196 databaseCode: BENPR dateStart: 20150201 isFulltext: true titleUrlDefault: https://www.proquest.com/central providerName: ProQuest – providerCode: PRVPQU databaseName: Publicly Available Content Database customDbUrl: eissn: 2198-2783 dateEnd: 99991231 omitProxy: false ssIdentifier: ssj0001687298 issn: 2092-9196 databaseCode: PIMPY dateStart: 20150201 isFulltext: true titleUrlDefault: http://search.proquest.com/publiccontent providerName: ProQuest – providerCode: PRVAVX databaseName: SpringerOpen customDbUrl: eissn: 2198-2783 dateEnd: 99991231 omitProxy: false ssIdentifier: ssj0001687298 issn: 2092-9196 databaseCode: C24 dateStart: 20151201 isFulltext: true titleUrlDefault: https://link.springer.com/search?facet-content-type=%22Journal%22 providerName: Springer Nature |
| link | http://cvtisr.summon.serialssolutions.com/2.0.0/link/0/eLvHCXMwrV1RSyMxEB7uPB_uHuTuVKz2yiL3pIQ22WySebTSouCV4p3QewrZbAKCtOL2_P0m2a20gueLr5sEJjOTmS-b5BuAnwrTU54Bcegs4UZSgqVEEqKkV8J5rGzimb2Sk4mazXC6Vuor3glr6IEbxfWtDR4praLeGW5YWcrcC-kGJUbiFkzspQH1rG2m0t8VoQJqVO0xJlWiX_Po3CQG5ZiGCW4kosTXvwEyX5yLpnQz_go7LU7Mzhr5vsEHN_8OX9bYA3fheBxfcTTk_HW28Fm9uL3LAtqL912b15V7cDMe_Tm_IG3JA2LD4lmSyjuGvCxKxdzAuZA9rTLOCjRcFpWJBcNyJX0lc1aFOSrLnS-8UD4XXuXW5fuwNV_M3QFkSEtaSaRYOeQWlWEBHWBhTWmZ5wY7MFjNX9uWDzyWpbjTaV-ghG5UpoPKdFSZDkNOnofcN2QY_-s8jEp97hh5rNOHYF3dWle_Zd0OdFcm0e3iqjUNmLWIwYl14HRlprXm1yQ6fA-JjuAzi05EGaGiC1vLh3_uB2zbx-Vt_dCDT8PRZHrdg4_njPeST_biddLfoWV6-Wv69wlLu-GG |
| linkProvider | Directory of Open Access Journals |
| linkToHtml | http://cvtisr.summon.serialssolutions.com/2.0.0/link/0/eLvHCXMw1V1Lb9QwEB6VggQ98EYstBAhuICsxo7jxwEh2rJq1WWFRJF6cx3HRpWqTdlsQfyp_sZ6nKS0SPTWA1fHtqzM55mxxzMfwGulUypPTrz2jnArKdGV1CRqyaCED7p2qc7sRE6nan9ff1mC0yEXBp9VDjoxKeq6cXhHvk6jo1IiItmH4x8EWaMwujpQaHSw2PW_f8UjW_t-ZyvK9w1j4097m9ukZxUgLuJzQergmeZVWSnmc--jgXLKeie05bKsLXJyFUqGWhaspkIpx30og1ChEEEVzhdx3htwE7vl6ang1wG_nMt4WuqzLdIdj1DRd02keLE96hUt-sAqVWK95bjdCJoJdAyIvmQaE4PAJbf3r0htMoDje__br7sPd3tXO_vY7Y0HsORnD2HlQgHGR_BqjIkwHb9BmzUha5vDoyw6zPhkuEtQfQzfrmWRT2B51sz8U8g0rWgto9hqr7nTyrLoYOnS2cqxwK0eQT4IzLi-pDoyexyZdLRSwnQyNlHGBmVs4pC350OOu3oiV3XeQBScd8RS4KmhmX83vWYxzkWVLZ2iwVtuWVXJIgjp80pjZSNdjmB1QIXp9VNr_kBiBO8GXF34_K8VPbt6spdwe3vv88RMdqa7z-EOQ2xTRqhYheXF_MSvwS33c3HYzl-kjZPBwXXD7QxJBE4q |
| linkToPdf | http://cvtisr.summon.serialssolutions.com/2.0.0/link/0/eLvHCXMwpV1LSwMxEB58IXrwLdbnIp6U0G52N8kctVoUpXhQ6C1ks4kUSivd6u832UexooJ43Uwgk8wrO5lvAM4EFqU8LWLQaBIrHhJMORJnJa1gxmKmC5zZB97til4PH6s-p3n92r1OSZY1DR6laThpvma2VHHBmnnsJZV4C-t9KsF5WPQJKX_7alflDsVPFiZc8CiqbOa3M2f8UQHbPxNrfkmPFl6ns_7v9W7AWhVwBpelhGzCnBluweonGMJtOO34cpAS5T8PRjbIR_1B4MJG_3C2LNPcgefOzVP7llS9E4h2WjghmTUU4zRJBTUtY5wb1kIZzVDFPMmU7zwWCW4zHtHM7ZLQsbGJZcJGzIpIm2gXFoajodmDAMM0zDiGmBmMNQpFXZiBiVappjZW2IBWvYNSV8Divr_FQBYXDMFkyb507EvPvnRTzqdTXktUjd-Ir_yxTAk9IHbxYTR-kZV-Sa2d4eJahNaoWNE05ZFl3LRS9Pg-mDTgsD5UWWlpLkMX_CbeytEGXNSH-Gn4pxXt_4n6BJYfrzvy4a57fwAr1AtBSEnIDmFhMn4zR7Ck3yf9fHxcyO4HTynrGw |
| openUrl | ctx_ver=Z39.88-2004&ctx_enc=info%3Aofi%2Fenc%3AUTF-8&rfr_id=info%3Asid%2Fsummon.serialssolutions.com&rft_val_fmt=info%3Aofi%2Ffmt%3Akev%3Amtx%3Ajournal&rft.genre=article&rft.atitle=Fundamentals+of+soil+stabilization&rft.jtitle=International+journal+of+geo-engineering&rft.au=Ali+Akbar+Firoozi&rft.au=C.+Guney+Olgun&rft.au=Ali+Asghar+Firoozi&rft.au=Mojtaba+Shojaei+Baghini&rft.date=2017-12-16&rft.pub=SpringerOpen&rft.eissn=2198-2783&rft.volume=8&rft.issue=1&rft.spage=1&rft.epage=16&rft_id=info:doi/10.1186%2Fs40703-017-0064-9&rft.externalDBID=DOA&rft.externalDocID=oai_doaj_org_article_cc3057c81fea4a2bb73f67e0b9228395 |
| thumbnail_l | http://covers-cdn.summon.serialssolutions.com/index.aspx?isbn=/lc.gif&issn=2092-9196&client=summon |
| thumbnail_m | http://covers-cdn.summon.serialssolutions.com/index.aspx?isbn=/mc.gif&issn=2092-9196&client=summon |
| thumbnail_s | http://covers-cdn.summon.serialssolutions.com/index.aspx?isbn=/sc.gif&issn=2092-9196&client=summon |