Coupled calculation model for anchoring force loss in a slope reinforced by a frame beam and anchor cables
Structures consisting of anchor cables and frame beams are structurally safe and reliable and are widely used in slope support engineering. However, the loss of anchoring force of the anchor cables is also very common, and this phenomenon directly affects the reinforcement effect of the anchoring st...
Saved in:
| Published in: | Engineering geology Vol. 260; p. 105245 |
|---|---|
| Main Authors: | , , , |
| Format: | Journal Article |
| Language: | English |
| Published: |
Elsevier B.V
03.10.2019
|
| Subjects: | |
| ISSN: | 0013-7952, 1872-6917 |
| Online Access: | Get full text |
| Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
| Abstract | Structures consisting of anchor cables and frame beams are structurally safe and reliable and are widely used in slope support engineering. However, the loss of anchoring force of the anchor cables is also very common, and this phenomenon directly affects the reinforcement effect of the anchoring structure. To predict the law and degree of the anchoring force loss accurately, a new coupled calculation model is established in this work. This new model is especially suitable for slopes reinforced with frame beams and anchor cables, and its accuracy is verified with on-site monitoring tests. The primary application of this new model is to provide theoretical guidance for late reinforcements of the anchoring forces of cables, which has great significance for safe operation in slope engineering.
•To predict the law and degree of the anchoring force loss accurately, a new coupled calculation model is established.•This new coupled calculation model is especially suitable for slopes reinforced with frame beams and anchor cables.•The accuracy of the new coupled calculation model is verified with on-site monitoring tests.•This new model can provide theoretical guidance for late reinforcements of the anchoring forces of cables. |
|---|---|
| AbstractList | Structures consisting of anchor cables and frame beams are structurally safe and reliable and are widely used in slope support engineering. However, the loss of anchoring force of the anchor cables is also very common, and this phenomenon directly affects the reinforcement effect of the anchoring structure. To predict the law and degree of the anchoring force loss accurately, a new coupled calculation model is established in this work. This new model is especially suitable for slopes reinforced with frame beams and anchor cables, and its accuracy is verified with on-site monitoring tests. The primary application of this new model is to provide theoretical guidance for late reinforcements of the anchoring forces of cables, which has great significance for safe operation in slope engineering. Structures consisting of anchor cables and frame beams are structurally safe and reliable and are widely used in slope support engineering. However, the loss of anchoring force of the anchor cables is also very common, and this phenomenon directly affects the reinforcement effect of the anchoring structure. To predict the law and degree of the anchoring force loss accurately, a new coupled calculation model is established in this work. This new model is especially suitable for slopes reinforced with frame beams and anchor cables, and its accuracy is verified with on-site monitoring tests. The primary application of this new model is to provide theoretical guidance for late reinforcements of the anchoring forces of cables, which has great significance for safe operation in slope engineering. •To predict the law and degree of the anchoring force loss accurately, a new coupled calculation model is established.•This new coupled calculation model is especially suitable for slopes reinforced with frame beams and anchor cables.•The accuracy of the new coupled calculation model is verified with on-site monitoring tests.•This new model can provide theoretical guidance for late reinforcements of the anchoring forces of cables. |
| ArticleNumber | 105245 |
| Author | Dai, Shenglan Shi, Keyou Liu, Ze Wu, Xiaoping |
| Author_xml | – sequence: 1 givenname: Keyou surname: Shi fullname: Shi, Keyou organization: School of Civil Engineering, Central South University, Changsha 410075, Hunan, People's Republic of China – sequence: 2 givenname: Xiaoping surname: Wu fullname: Wu, Xiaoping email: xpwu@csu.edu.cn organization: School of Civil Engineering, Central South University, Changsha 410075, Hunan, People's Republic of China – sequence: 3 givenname: Ze surname: Liu fullname: Liu, Ze organization: School of Civil Engineering, Hunan University of Science and Technology, Xiangtan 411201, Hunan, People's Republic of China – sequence: 4 givenname: Shenglan surname: Dai fullname: Dai, Shenglan organization: School of Civil Engineering, Central South University, Changsha 410075, Hunan, People's Republic of China |
| BookMark | eNqFkDtv2zAURonCBWq7_QcdOHaRy4dISR0KBEaSBjCQpZ0JirxyaVCkS8oB_O9DW546JNPFfZwPuGeFFiEGQOgrJRtKqPx-2EDY7yFuGKFdGQlWiw9oSduGVbKjzQItCaG8ajrBPqFVzodLS0izRIdtPB09WGy0NyevJxcDHqMFj4eYsA7mb0wu7C-dAexjztgFrHH28Qg4gQvXjcX9uUyHpEfAPeixoPaGl-zeQ_6MPg7aZ_hyq2v05-H-9_ZXtXt-fNre7SrNJZsqbpltoRmkFKwTpO94q4moRduC7WvOBi0Itx2HXspaALN11wH0wlqoCWsMX6Nvc-4xxX8nyJMaXTbgvQ4QT1kxTgWTgsqmnP6YT00qjyUYlHHT1cGUtPOKEnURrA5qFqwugtUsuMD1f_AxuVGn83vYzxmD4uDFQVLZOAhFoUtgJmWjezvgFTchmWE |
| CitedBy_id | crossref_primary_10_1007_s11629_022_7483_6 crossref_primary_10_1016_j_ijrmms_2023_105522 crossref_primary_10_1016_j_trgeo_2022_100724 crossref_primary_10_1007_s12517_021_07113_3 crossref_primary_10_1007_s12517_022_09673_4 crossref_primary_10_3389_feart_2021_757724 crossref_primary_10_3390_app14104160 crossref_primary_10_3390_buildings13020330 crossref_primary_10_1016_j_ijmst_2023_11_004 crossref_primary_10_1038_s41598_021_96157_2 crossref_primary_10_1061_IJGNAI_GMENG_8854 crossref_primary_10_1016_j_soildyn_2024_108612 crossref_primary_10_1007_s11440_022_01693_4 crossref_primary_10_1016_j_tafmec_2025_105040 crossref_primary_10_1016_j_soildyn_2024_109003 crossref_primary_10_1007_s12517_021_07505_5 crossref_primary_10_1016_j_istruc_2024_107476 crossref_primary_10_1016_j_soildyn_2025_109220 crossref_primary_10_1061__ASCE_CO_1943_7862_0002363 crossref_primary_10_3390_math10081260 crossref_primary_10_3390_math9101094 crossref_primary_10_1016_j_compgeo_2025_107257 crossref_primary_10_1016_j_enggeo_2020_105643 crossref_primary_10_1080_19648189_2022_2113985 crossref_primary_10_3390_buildings13071731 crossref_primary_10_1007_s40999_024_01042_4 crossref_primary_10_1016_j_compgeo_2020_103969 crossref_primary_10_1002_dug2_12091 crossref_primary_10_1007_s10064_024_03895_4 crossref_primary_10_1007_s11629_019_5712_4 crossref_primary_10_1139_cgj_2021_0220 crossref_primary_10_3389_fmats_2023_1235690 crossref_primary_10_1007_s11043_022_09577_6 crossref_primary_10_1061_IJGNAI_GMENG_8173 crossref_primary_10_1007_s10346_023_02208_2 crossref_primary_10_3390_min12040492 crossref_primary_10_1016_j_coldregions_2024_104228 crossref_primary_10_1016_j_conbuildmat_2023_131219 crossref_primary_10_3389_feart_2022_996876 crossref_primary_10_1007_s13369_022_06603_0 crossref_primary_10_1061_IJGNAI_GMENG_8368 crossref_primary_10_3390_su16229623 crossref_primary_10_1155_2020_8870802 crossref_primary_10_1038_s41598_024_84106_8 crossref_primary_10_1080_19648189_2025_2495135 crossref_primary_10_3390_coatings12111762 crossref_primary_10_1177_10567895241303164 crossref_primary_10_3390_buildings14020401 |
| Cites_doi | 10.1139/t05-060 10.1016/j.enggeo.2014.03.011 10.1016/j.enggeo.2016.11.010 10.1007/s00603-018-1517-y 10.1177/0731684413519715 10.1007/s10064-017-1171-8 10.1016/j.enggeo.2006.06.003 10.1016/j.compgeo.2017.07.008 10.1016/j.compgeo.2018.12.027 10.1016/j.enggeo.2018.05.015 10.1016/j.ijrmms.2018.07.006 10.1016/j.enggeo.2019.02.002 10.1007/s10346-018-1062-5 10.1016/j.jrmge.2015.04.004 10.1016/j.enggeo.2017.04.003 10.1016/j.rinp.2018.12.081 10.1177/1056789518792649 10.12989/sss.2017.19.3.269 10.1016/j.jrmge.2015.02.007 10.1007/s10064-015-0756-3 10.1007/s11043-016-9319-7 |
| ContentType | Journal Article |
| Copyright | 2019 |
| Copyright_xml | – notice: 2019 |
| DBID | AAYXX CITATION 7S9 L.6 |
| DOI | 10.1016/j.enggeo.2019.105245 |
| DatabaseName | CrossRef AGRICOLA AGRICOLA - Academic |
| DatabaseTitle | CrossRef AGRICOLA AGRICOLA - Academic |
| DatabaseTitleList | AGRICOLA |
| DeliveryMethod | fulltext_linktorsrc |
| Discipline | Engineering |
| EISSN | 1872-6917 |
| ExternalDocumentID | 10_1016_j_enggeo_2019_105245 S0013795219301899 |
| GroupedDBID | --K --M -~X .~1 0R~ 1B1 1RT 1~. 1~5 4.4 457 4G. 5GY 5VS 6TJ 7-5 71M 8P~ 9JN AABNK AACTN AAEDT AAEDW AAIAV AAIKJ AAKOC AALRI AAOAW AAQFI AAXUO ABJNI ABMAC ABQEM ABQYD ABYKQ ACDAQ ACGFS ACLVX ACNCT ACRLP ACSBN ADBBV ADEZE AEBSH AEKER AENEX AFKWA AFTJW AGHFR AGUBO AGYEJ AHHHB AIEXJ AIKHN AITUG AJOXV ALMA_UNASSIGNED_HOLDINGS AMFUW AMRAJ ATOGT AXJTR BKOJK BLXMC CS3 DU5 EBS EFJIC EFLBG EJD EO8 EO9 EP2 EP3 FDB FIRID FNPLU FYGXN G-Q GBLVA H~9 IHE IMUCA J1W KOM LY3 LY7 M41 MO0 N9A O-L O9- OAUVE OZT P-8 P-9 P2P PC. Q38 RIG ROL RPZ SDF SDG SDP SES SPC SPCBC SSE SSZ T5K TN5 ~02 ~G- 29G 9DU AAHBH AAQXK AATTM AAXKI AAYWO AAYXX ABFNM ABUFD ABWVN ABXDB ACLOT ACRPL ACVFH ADCNI ADMUD ADNMO AEIPS AEUPX AFFNX AFJKZ AFPUW AGQPQ AI. AIGII AIIUN AKBMS AKRWK AKYEP ANKPU APXCP ASPBG AVWKF AZFZN CITATION EFKBS FEDTE FGOYB G-2 HMA HVGLF HZ~ K-O R2- SEP SET SEW VH1 WUQ XOL XPP ZCG ZMT ZY4 ~HD 7S9 L.6 |
| ID | FETCH-LOGICAL-a362t-3d2d8e7f6652950b938a054588edb432fa503d93eb6645e2d499eeb5dde4027c3 |
| ISICitedReferencesCount | 58 |
| ISICitedReferencesURI | http://www.webofscience.com/api/gateway?GWVersion=2&SrcApp=Summon&SrcAuth=ProQuest&DestLinkType=CitingArticles&DestApp=WOS_CPL&KeyUT=000495469800054&url=https%3A%2F%2Fcvtisr.summon.serialssolutions.com%2F%23%21%2Fsearch%3Fho%3Df%26include.ft.matches%3Dt%26l%3Dnull%26q%3D |
| ISSN | 0013-7952 |
| IngestDate | Sun Sep 28 14:06:30 EDT 2025 Sat Nov 29 07:00:37 EST 2025 Tue Nov 18 20:47:31 EST 2025 Fri Feb 23 02:15:50 EST 2024 |
| IsPeerReviewed | true |
| IsScholarly | true |
| Keywords | On-site monitoring test Anchoring force loss Slope reinforced by frame beam and anchor cables Coupled calculation model Rock mass creep |
| Language | English |
| LinkModel | OpenURL |
| MergedId | FETCHMERGED-LOGICAL-a362t-3d2d8e7f6652950b938a054588edb432fa503d93eb6645e2d499eeb5dde4027c3 |
| Notes | ObjectType-Article-1 SourceType-Scholarly Journals-1 ObjectType-Feature-2 content type line 23 |
| PQID | 2315265167 |
| PQPubID | 24069 |
| ParticipantIDs | proquest_miscellaneous_2315265167 crossref_citationtrail_10_1016_j_enggeo_2019_105245 crossref_primary_10_1016_j_enggeo_2019_105245 elsevier_sciencedirect_doi_10_1016_j_enggeo_2019_105245 |
| PublicationCentury | 2000 |
| PublicationDate | 2019-10-03 |
| PublicationDateYYYYMMDD | 2019-10-03 |
| PublicationDate_xml | – month: 10 year: 2019 text: 2019-10-03 day: 03 |
| PublicationDecade | 2010 |
| PublicationTitle | Engineering geology |
| PublicationYear | 2019 |
| Publisher | Elsevier B.V |
| Publisher_xml | – name: Elsevier B.V |
| References | Tan, Tang, Fan (bb0080) 2018; 15 Yang, Zhong, Zhang (bb0120) 2015; 7 Paraskevopoulou, Perras, Diederichs (bb0060) 2017; 216 Sung, Tan Manh, Kim (bb0075) 2017; 19 Bi, Luo, Zhang (bb0005) 2019; 78 Liu, Xie, He (bb0050) 2017; 21 Zhu, Lee, Chan (bb0140) 2005; 42 Wu, Li, Huang (bb0100) 2017; 222 Zheng, Chen, Liu (bb0135) 2019; 251 Pramthawee, Jongpradist, Sukkarak (bb0065) 2017; 91 Mansouri, Ajalloeian (bb0055) 2018; 110 Shi, Lin, Zhou (bb0070) 2018; 51 Li, Wu, Wang (bb0045) 2016; 75 Chen, Yin, Hu (bb0010) 2013; 32 Chen, Chen, Chen (bb0015) 2018; 241 Wang, Harries (bb0090) 2014; 33 Xie, Li, Li (bb0110) 2017; 38 Wang, Li, Lu (bb0095) 2017; 13 Fu, Zhang, Zhou (bb0030) 2017; 38 Wu, Chen, Zou (bb0105) 2019; 28 Zhang, Liu, Lv (bb0130) 2019; 12 Fan, Zhu, Geng (bb0025) 2015; 7 Fu, Ji, Zhang (bb0035) 2018; 39 Zhang, Zhao, Liu (bb0125) 2004; 23 Danziger, Danziger, Pacheco (bb0020) 2006; 87 Yan, Xia, Liu (bb0115) 2019; 108 Wang, Zhang, Wang (bb0085) 2014; 35 Jiang, Li, Zhang (bb0040) 2014; 175 Xie (10.1016/j.enggeo.2019.105245_bb0110) 2017; 38 Zheng (10.1016/j.enggeo.2019.105245_bb0135) 2019; 251 Chen (10.1016/j.enggeo.2019.105245_bb0010) 2013; 32 Zhang (10.1016/j.enggeo.2019.105245_bb0130) 2019; 12 Danziger (10.1016/j.enggeo.2019.105245_bb0020) 2006; 87 Fu (10.1016/j.enggeo.2019.105245_bb0030) 2017; 38 Fu (10.1016/j.enggeo.2019.105245_bb0035) 2018; 39 Shi (10.1016/j.enggeo.2019.105245_bb0070) 2018; 51 Bi (10.1016/j.enggeo.2019.105245_bb0005) 2019; 78 Pramthawee (10.1016/j.enggeo.2019.105245_bb0065) 2017; 91 Paraskevopoulou (10.1016/j.enggeo.2019.105245_bb0060) 2017; 216 Wang (10.1016/j.enggeo.2019.105245_bb0085) 2014; 35 Yan (10.1016/j.enggeo.2019.105245_bb0115) 2019; 108 Yang (10.1016/j.enggeo.2019.105245_bb0120) 2015; 7 Fan (10.1016/j.enggeo.2019.105245_bb0025) 2015; 7 Mansouri (10.1016/j.enggeo.2019.105245_bb0055) 2018; 110 Wang (10.1016/j.enggeo.2019.105245_bb0095) 2017; 13 Wu (10.1016/j.enggeo.2019.105245_bb0100) 2017; 222 Zhang (10.1016/j.enggeo.2019.105245_bb0125) 2004; 23 Sung (10.1016/j.enggeo.2019.105245_bb0075) 2017; 19 Jiang (10.1016/j.enggeo.2019.105245_bb0040) 2014; 175 Wu (10.1016/j.enggeo.2019.105245_bb0105) 2019; 28 Li (10.1016/j.enggeo.2019.105245_bb0045) 2016; 75 Zhu (10.1016/j.enggeo.2019.105245_bb0140) 2005; 42 Liu (10.1016/j.enggeo.2019.105245_bb0050) 2017; 21 Chen (10.1016/j.enggeo.2019.105245_bb0015) 2018; 241 Tan (10.1016/j.enggeo.2019.105245_bb0080) 2018; 15 Wang (10.1016/j.enggeo.2019.105245_bb0090) 2014; 33 |
| References_xml | – volume: 51 start-page: 2533 year: 2018 end-page: 2554 ident: bb0070 article-title: Reinforcement analysis of toe blocks and anchor cables at the xiluodu super-high arch dam publication-title: Rock Mech. Rock. Eng. – volume: 35 year: 2014 ident: bb0085 article-title: Study of coupling effect between anchorage force loss of prestressed anchor cable and rock and soil creep publication-title: Rock Soil Mech. – volume: 13 start-page: 1585 year: 2017 end-page: 1591 ident: bb0095 article-title: A coupled model research of anchor prestress loss considering the relaxation characteristics of anchor publication-title: Chin. J. Undergr. Space. Eng. – volume: 21 start-page: 73 year: 2017 end-page: 96 ident: bb0050 article-title: Nonlinear creep damage constitutive model for soft rocks publication-title: Mech. Time-Depend. Mat. – volume: 251 start-page: 228 year: 2019 end-page: 240 ident: bb0135 article-title: Stability analysis of anti-dip bedding rock slopes locally reinforced by rock bolts publication-title: Eng. Geol. – volume: 108 start-page: 226 year: 2019 end-page: 233 ident: bb0115 article-title: Limit analysis under seismic conditions of a slope reinforced with prestressed anchor cables publication-title: Comput. Geotech. – volume: 87 start-page: 163 year: 2006 end-page: 177 ident: bb0020 article-title: The simultaneous use of piles and prestressed anchors in foundation design publication-title: Eng. Geol. – volume: 175 start-page: 1 year: 2014 end-page: 8 ident: bb0040 article-title: Time-dependent system reliability of anchored rock slopes considering rock bolt corrosion effect publication-title: Eng. Geol. – volume: 216 start-page: 56 year: 2017 end-page: 75 ident: bb0060 article-title: The three stages of stress relaxation - Observations for the time-dependent behaviour of brittle rocks based on laboratory testing publication-title: Eng. Geol. – volume: 38 start-page: 2313 year: 2017 end-page: 2321 ident: bb0110 article-title: Study of anchorage force loss of anchor cable under seepage flow and soil creep publication-title: Rock Soil Mech. – volume: 78 start-page: 2027 year: 2019 end-page: 2039 ident: bb0005 article-title: Stability analysis of complex rock slopes reinforced with prestressed anchor cables and anti-shear cavities publication-title: Bull. Eng. Geol. Environ. – volume: 33 start-page: 699 year: 2014 end-page: 713 ident: bb0090 article-title: Prediction of prestress losses in RC beams externally strengthened with prestressed CFRP sheets/plates publication-title: J. Reinf. Plast. Compos – volume: 28 start-page: 758 year: 2019 end-page: 771 ident: bb0105 article-title: A nonlinear creep damage model for salt rock publication-title: Int. J. Damage Mech. – volume: 39 start-page: 1709 year: 2018 end-page: 1719 ident: bb0035 article-title: Seismic response for plane sliding of slope reinforced by anchor-chain-framed ground beams through shaking table test publication-title: Rock Soil Mech. – volume: 91 start-page: 104 year: 2017 end-page: 116 ident: bb0065 article-title: Integration of creep into a modified hardening soil model for time-dependent analysis of a high rockfill dam publication-title: Comput. Geotech. – volume: 75 start-page: 1399 year: 2016 end-page: 1412 ident: bb0045 article-title: Layout and length optimization of anchor cables for reinforcing rock wedges publication-title: Bull. Eng. Geol. Environ. – volume: 241 start-page: 109 year: 2018 end-page: 120 ident: bb0015 article-title: A new method of predicting the prestress variations in anchored cables with excavation unloading destruction publication-title: Eng. Geol. – volume: 38 start-page: 462 year: 2017 end-page: 470 ident: bb0030 article-title: Shaking table test of seismic response of slope reinforced by combination of anti-slide piles and multi-frame foundation beam with anchor cable publication-title: Rock Soil Mech. – volume: 222 start-page: 201 year: 2017 end-page: 211 ident: bb0100 article-title: Experimental study and modeling of shear rheology in sandstone with non-persistent joints publication-title: Eng. Geol. – volume: 32 start-page: 1685 year: 2013 end-page: 1691 ident: bb0010 article-title: Research on prestress quantitative loss law of soft rock slope anchor cable publication-title: Chin. J. Rock Mech. Eng. – volume: 19 start-page: 269 year: 2017 end-page: 277 ident: bb0075 article-title: Long-term monitoring of ground anchor tensile forces by FBG sensors embedded tendon publication-title: Smart. Struct. Syst. – volume: 23 start-page: 39 year: 2004 end-page: 43 ident: bb0125 article-title: Long-term performance and load prediction model of prestressed cables publication-title: Chin. J. Rock Mech. Eng. – volume: 42 start-page: 1342 year: 2005 end-page: 1349 ident: bb0140 article-title: Evaluation of the stability of anchor-reinforced slopes publication-title: Can. Geotech. J. – volume: 110 start-page: 19 year: 2018 end-page: 27 ident: bb0055 article-title: Mechanical behavior of salt rock under uniaxial compression and creep tests publication-title: Int. J. Rock. Mech. Min. – volume: 7 start-page: 411 year: 2015 end-page: 420 ident: bb0120 article-title: Optimal design of anchor cables for slope reinforcement based on stress and displacement fields publication-title: J. Rock Mech. Geotech. Eng. – volume: 7 start-page: 199 year: 2015 end-page: 206 ident: bb0025 article-title: Monitoring result analyses of high slope of five-step ship lock in the three Gorges Project publication-title: J. Rock Mech. Geotech. Eng. – volume: 12 start-page: 1119 year: 2019 end-page: 1125 ident: bb0130 article-title: Creep energy damage model of rock graded loading publication-title: Results Phys. – volume: 15 start-page: 2499 year: 2018 end-page: 2508 ident: bb0080 article-title: In situ triaxial creep test for investigating deformational properties of gravelly sliding zone soil: example of the Huangtupo 1# landslide, China publication-title: Landslides. – volume: 38 start-page: 462 issue: 2 year: 2017 ident: 10.1016/j.enggeo.2019.105245_bb0030 article-title: Shaking table test of seismic response of slope reinforced by combination of anti-slide piles and multi-frame foundation beam with anchor cable publication-title: Rock Soil Mech. – volume: 42 start-page: 1342 issue: 5 year: 2005 ident: 10.1016/j.enggeo.2019.105245_bb0140 article-title: Evaluation of the stability of anchor-reinforced slopes publication-title: Can. Geotech. J. doi: 10.1139/t05-060 – volume: 175 start-page: 1 year: 2014 ident: 10.1016/j.enggeo.2019.105245_bb0040 article-title: Time-dependent system reliability of anchored rock slopes considering rock bolt corrosion effect publication-title: Eng. Geol. doi: 10.1016/j.enggeo.2014.03.011 – volume: 216 start-page: 56 year: 2017 ident: 10.1016/j.enggeo.2019.105245_bb0060 article-title: The three stages of stress relaxation - Observations for the time-dependent behaviour of brittle rocks based on laboratory testing publication-title: Eng. Geol. doi: 10.1016/j.enggeo.2016.11.010 – volume: 51 start-page: 2533 issue: 8 year: 2018 ident: 10.1016/j.enggeo.2019.105245_bb0070 article-title: Reinforcement analysis of toe blocks and anchor cables at the xiluodu super-high arch dam publication-title: Rock Mech. Rock. Eng. doi: 10.1007/s00603-018-1517-y – volume: 33 start-page: 699 issue: 8 year: 2014 ident: 10.1016/j.enggeo.2019.105245_bb0090 article-title: Prediction of prestress losses in RC beams externally strengthened with prestressed CFRP sheets/plates publication-title: J. Reinf. Plast. Compos doi: 10.1177/0731684413519715 – volume: 35 issue: 8 year: 2014 ident: 10.1016/j.enggeo.2019.105245_bb0085 article-title: Study of coupling effect between anchorage force loss of prestressed anchor cable and rock and soil creep publication-title: Rock Soil Mech. – volume: 78 start-page: 2027 issue: 3 year: 2019 ident: 10.1016/j.enggeo.2019.105245_bb0005 article-title: Stability analysis of complex rock slopes reinforced with prestressed anchor cables and anti-shear cavities publication-title: Bull. Eng. Geol. Environ. doi: 10.1007/s10064-017-1171-8 – volume: 39 start-page: 1709 issue: 5 year: 2018 ident: 10.1016/j.enggeo.2019.105245_bb0035 article-title: Seismic response for plane sliding of slope reinforced by anchor-chain-framed ground beams through shaking table test publication-title: Rock Soil Mech. – volume: 87 start-page: 163 issue: 3–4 year: 2006 ident: 10.1016/j.enggeo.2019.105245_bb0020 article-title: The simultaneous use of piles and prestressed anchors in foundation design publication-title: Eng. Geol. doi: 10.1016/j.enggeo.2006.06.003 – volume: 91 start-page: 104 year: 2017 ident: 10.1016/j.enggeo.2019.105245_bb0065 article-title: Integration of creep into a modified hardening soil model for time-dependent analysis of a high rockfill dam publication-title: Comput. Geotech. doi: 10.1016/j.compgeo.2017.07.008 – volume: 108 start-page: 226 year: 2019 ident: 10.1016/j.enggeo.2019.105245_bb0115 article-title: Limit analysis under seismic conditions of a slope reinforced with prestressed anchor cables publication-title: Comput. Geotech. doi: 10.1016/j.compgeo.2018.12.027 – volume: 241 start-page: 109 year: 2018 ident: 10.1016/j.enggeo.2019.105245_bb0015 article-title: A new method of predicting the prestress variations in anchored cables with excavation unloading destruction publication-title: Eng. Geol. doi: 10.1016/j.enggeo.2018.05.015 – volume: 13 start-page: 1585 issue: 6 year: 2017 ident: 10.1016/j.enggeo.2019.105245_bb0095 article-title: A coupled model research of anchor prestress loss considering the relaxation characteristics of anchor publication-title: Chin. J. Undergr. Space. Eng. – volume: 110 start-page: 19 year: 2018 ident: 10.1016/j.enggeo.2019.105245_bb0055 article-title: Mechanical behavior of salt rock under uniaxial compression and creep tests publication-title: Int. J. Rock. Mech. Min. doi: 10.1016/j.ijrmms.2018.07.006 – volume: 251 start-page: 228 year: 2019 ident: 10.1016/j.enggeo.2019.105245_bb0135 article-title: Stability analysis of anti-dip bedding rock slopes locally reinforced by rock bolts publication-title: Eng. Geol. doi: 10.1016/j.enggeo.2019.02.002 – volume: 15 start-page: 2499 issue: 12 year: 2018 ident: 10.1016/j.enggeo.2019.105245_bb0080 article-title: In situ triaxial creep test for investigating deformational properties of gravelly sliding zone soil: example of the Huangtupo 1# landslide, China publication-title: Landslides. doi: 10.1007/s10346-018-1062-5 – volume: 7 start-page: 411 issue: 4 year: 2015 ident: 10.1016/j.enggeo.2019.105245_bb0120 article-title: Optimal design of anchor cables for slope reinforcement based on stress and displacement fields publication-title: J. Rock Mech. Geotech. Eng. doi: 10.1016/j.jrmge.2015.04.004 – volume: 222 start-page: 201 year: 2017 ident: 10.1016/j.enggeo.2019.105245_bb0100 article-title: Experimental study and modeling of shear rheology in sandstone with non-persistent joints publication-title: Eng. Geol. doi: 10.1016/j.enggeo.2017.04.003 – volume: 32 start-page: 1685 issue: 8 year: 2013 ident: 10.1016/j.enggeo.2019.105245_bb0010 article-title: Research on prestress quantitative loss law of soft rock slope anchor cable publication-title: Chin. J. Rock Mech. Eng. – volume: 23 start-page: 39 issue: 1 year: 2004 ident: 10.1016/j.enggeo.2019.105245_bb0125 article-title: Long-term performance and load prediction model of prestressed cables publication-title: Chin. J. Rock Mech. Eng. – volume: 12 start-page: 1119 year: 2019 ident: 10.1016/j.enggeo.2019.105245_bb0130 article-title: Creep energy damage model of rock graded loading publication-title: Results Phys. doi: 10.1016/j.rinp.2018.12.081 – volume: 28 start-page: 758 issue: 5 year: 2019 ident: 10.1016/j.enggeo.2019.105245_bb0105 article-title: A nonlinear creep damage model for salt rock publication-title: Int. J. Damage Mech. doi: 10.1177/1056789518792649 – volume: 38 start-page: 2313 issue: 8 year: 2017 ident: 10.1016/j.enggeo.2019.105245_bb0110 article-title: Study of anchorage force loss of anchor cable under seepage flow and soil creep publication-title: Rock Soil Mech. – volume: 19 start-page: 269 issue: 3 year: 2017 ident: 10.1016/j.enggeo.2019.105245_bb0075 article-title: Long-term monitoring of ground anchor tensile forces by FBG sensors embedded tendon publication-title: Smart. Struct. Syst. doi: 10.12989/sss.2017.19.3.269 – volume: 7 start-page: 199 issue: 2 year: 2015 ident: 10.1016/j.enggeo.2019.105245_bb0025 article-title: Monitoring result analyses of high slope of five-step ship lock in the three Gorges Project publication-title: J. Rock Mech. Geotech. Eng. doi: 10.1016/j.jrmge.2015.02.007 – volume: 75 start-page: 1399 issue: 4 year: 2016 ident: 10.1016/j.enggeo.2019.105245_bb0045 article-title: Layout and length optimization of anchor cables for reinforcing rock wedges publication-title: Bull. Eng. Geol. Environ. doi: 10.1007/s10064-015-0756-3 – volume: 21 start-page: 73 issue: 1 year: 2017 ident: 10.1016/j.enggeo.2019.105245_bb0050 article-title: Nonlinear creep damage constitutive model for soft rocks publication-title: Mech. Time-Depend. Mat. doi: 10.1007/s11043-016-9319-7 |
| SSID | ssj0013007 |
| Score | 2.4919567 |
| Snippet | Structures consisting of anchor cables and frame beams are structurally safe and reliable and are widely used in slope support engineering. However, the loss... |
| SourceID | proquest crossref elsevier |
| SourceType | Aggregation Database Enrichment Source Index Database Publisher |
| StartPage | 105245 |
| SubjectTerms | Anchoring force loss Coupled calculation model engineering monitoring On-site monitoring test Rock mass creep Slope reinforced by frame beam and anchor cables |
| Title | Coupled calculation model for anchoring force loss in a slope reinforced by a frame beam and anchor cables |
| URI | https://dx.doi.org/10.1016/j.enggeo.2019.105245 https://www.proquest.com/docview/2315265167 |
| Volume | 260 |
| WOSCitedRecordID | wos000495469800054&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: PRVESC databaseName: Elsevier SD Freedom Collection Journals 2021 customDbUrl: eissn: 1872-6917 dateEnd: 99991231 omitProxy: false ssIdentifier: ssj0013007 issn: 0013-7952 databaseCode: AIEXJ dateStart: 19950501 isFulltext: true titleUrlDefault: https://www.sciencedirect.com providerName: Elsevier |
| link | http://cvtisr.summon.serialssolutions.com/2.0.0/link/0/eLvHCXMwtV3Na9swFBdZu8N2GPtkXbehwW7BxZZs2TqWrmMbowzaQdjFyJbUJrh2SOLSsn--Tx-2k5at62EXEx6WYvx-fu8n6X0g9BHcglJU0SAC4x_EseJBxjgJyozEkmgah1LbZhPp0VE2mfAfo9HvLhfmokrrOru85PP_qmqQgbJN6uw91N1PCgL4DUqHK6gdrv-k-IOmnVdAI-Hll743l-t34wMmwd4tfPgkfNMVOEmz5yHGy6qZmx4qtpRq6YipGGsTvDUulDj3ZV3NcJi7qHzwYberP9Q1HJ-qjb364zMXMaCumrb3Aa0RTabC5mt10u9TK_7Vg-2Ta5Z9fKZsr5H1LYqI22A3um52IxqkPNkwu8T1EfCGE2gecXUlb9l0t70w24N_OrX5mhHfG27fLKF9w7X1AYddLNssd7PkZpbczfIAbZM04WASt_e_Hk6-DYdQocu2756-y7y04YG3n-ZPzOaGj7fE5eQpeuJXHHjfIeUZGqn6OXq8pq8XaOYxg9cwgy1mMGAB95jBFhnYYAZPayywxQweMIOLK5BazGCDGRgq_XDsMPMS_fx8eHLwJfBNOAIB3GYVUElkplLNmDkSDgtOMxGa09ZMySKmRIskpJJTVTAWJ4pIWEIrVSTgNuOQpCV9hbbqplavEQbmHhaEMs0osHShhWZaSSBIsiwSzZIdRLsXmJe-Qr1plFLlf1PfDgr6UXNXoeWO-9NON7lnmY495gC4O0Z-6FSZgxE2J2uiVk27zGGRZNpMRCx9c8-n2UWPhi_mLdpaLVr1Dj0sL1bT5eK9R-Q1JYqrtg |
| linkProvider | Elsevier |
| 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=Coupled+calculation+model+for+anchoring+force+loss+in+a+slope+reinforced+by+a+frame+beam+and+anchor+cables&rft.jtitle=Engineering+geology&rft.au=Shi%2C+Keyou&rft.au=Wu%2C+Xiaoping&rft.au=Liu%2C+Ze&rft.au=Dai%2C+Shenglan&rft.date=2019-10-03&rft.issn=0013-7952&rft.volume=260&rft.spage=105245&rft_id=info:doi/10.1016%2Fj.enggeo.2019.105245&rft.externalDBID=n%2Fa&rft.externalDocID=10_1016_j_enggeo_2019_105245 |
| thumbnail_l | http://covers-cdn.summon.serialssolutions.com/index.aspx?isbn=/lc.gif&issn=0013-7952&client=summon |
| thumbnail_m | http://covers-cdn.summon.serialssolutions.com/index.aspx?isbn=/mc.gif&issn=0013-7952&client=summon |
| thumbnail_s | http://covers-cdn.summon.serialssolutions.com/index.aspx?isbn=/sc.gif&issn=0013-7952&client=summon |