Evaluation of methods for determining crack initiation stress under compression
The accurate determination of crack initiation stress (CI) is significant for understanding rock deformation and failure. In this paper, a new concept is introduced, namely the relative compression strain response (RCSR), which represents the compressive deformation of the rock before dilatancy of t...
Saved in:
| Published in: | Engineering geology Vol. 235; pp. 81 - 97 |
|---|---|
| Main Authors: | , , , |
| Format: | Journal Article |
| Language: | English |
| Published: |
Elsevier B.V
09.03.2018
|
| Subjects: | |
| ISSN: | 0013-7952, 1872-6917 |
| Online Access: | Get full text |
| Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
| Abstract | The accurate determination of crack initiation stress (CI) is significant for understanding rock deformation and failure. In this paper, a new concept is introduced, namely the relative compression strain response (RCSR), which represents the compressive deformation of the rock before dilatancy of the rock is introduced. An RCSR-based method for determining CI is proposed and compared with existing methods, i.e., (1) the volumetric strain (VS) method, (2) the lateral strain (LS) method, (3) the crack volumetric strain (CVS) method, (4) the cumulative acoustic emission hit tangent (CAEHT) method, and (5) the lateral strain response (LSR) method. Data for the comparison are collected from 227 uniaxial compression test and 222 compression test for diverse rock types. The comparison results show that, the CI determined using the proposed method is in good agreement with that determined using the existing methods. The CI values determined using different methods are similar, at approximately 0.5 of uniaxial compressive strength (UCS). The ratio of CI to peak strength (PS) is approximately 0.55 under triaxial compression, which is greater than the CI/UCS ratio. According to the analysis of variance (ANOVA), there is no statistical difference among the existing methods. Compared with the exisiting methods, the proposed method has advantages of avoiding users judgment subjectivity Thus, the RCSR method can be employed to determine the CI under uniaxial and triaxial compression.
•The relative compression strain response (RCSR) method to determine the CI is proposed.•An amount of uniaxial and triaxial compression tests for different rock samples data from the literature were collected.•The CI/UCS ratio in uniaxial compression and the CI/PS ratio in triaxial compression are analyzed. |
|---|---|
| AbstractList | The accurate determination of crack initiation stress (CI) is significant for understanding rock deformation and failure. In this paper, a new concept is introduced, namely the relative compression strain response (RCSR), which represents the compressive deformation of the rock before dilatancy of the rock is introduced. An RCSR-based method for determining CI is proposed and compared with existing methods, i.e., (1) the volumetric strain (VS) method, (2) the lateral strain (LS) method, (3) the crack volumetric strain (CVS) method, (4) the cumulative acoustic emission hit tangent (CAEHT) method, and (5) the lateral strain response (LSR) method. Data for the comparison are collected from 227 uniaxial compression test and 222 compression test for diverse rock types. The comparison results show that, the CI determined using the proposed method is in good agreement with that determined using the existing methods. The CI values determined using different methods are similar, at approximately 0.5 of uniaxial compressive strength (UCS). The ratio of CI to peak strength (PS) is approximately 0.55 under triaxial compression, which is greater than the CI/UCS ratio. According to the analysis of variance (ANOVA), there is no statistical difference among the existing methods. Compared with the exisiting methods, the proposed method has advantages of avoiding users judgment subjectivity Thus, the RCSR method can be employed to determine the CI under uniaxial and triaxial compression.
•The relative compression strain response (RCSR) method to determine the CI is proposed.•An amount of uniaxial and triaxial compression tests for different rock samples data from the literature were collected.•The CI/UCS ratio in uniaxial compression and the CI/PS ratio in triaxial compression are analyzed. |
| Author | Wen, Tao Ma, Junwei Tang, Huiming Wang, Yankun |
| Author_xml | – sequence: 1 givenname: Tao surname: Wen fullname: Wen, Tao organization: Faculty of Engineering, China University of Geosciences, 430074 Wuhan, China – sequence: 2 givenname: Huiming surname: Tang fullname: Tang, Huiming email: tanghm@cug.edu.cn organization: Faculty of Engineering, China University of Geosciences, 430074 Wuhan, China – sequence: 3 givenname: Junwei surname: Ma fullname: Ma, Junwei organization: Three Gorges Research Center for Geo-hazards of Ministry of Education, China University of Geosciences, Wuhan 430074, China – sequence: 4 givenname: Yankun surname: Wang fullname: Wang, Yankun organization: Faculty of Engineering, China University of Geosciences, 430074 Wuhan, China |
| BookMark | eNqFUE1LAzEQDVLBVv0HHvIHtibpbpP1IEipH1DoRc8hnczW1G5SkrTgv3fX9eRB4cHMY-Y9Zt6EjHzwSMgNZ1PO-Px2N0W_3WKYCsbVlPEO6oyMuZKimNdcjsiYMT4rZF2JCzJJaddTxuSYrJcnsz-a7IKnoaEt5vdgE21CpBYzxtZ557cUooEP2vXZDbspR0yJHr3FSCG0h552gyty3ph9wuufekneHpevi-ditX56WTysCjMTdS5KI5mZV0oolNYoEBWHWgCClNIgAhem2igrEQRUzAqJdVOV0JRYbVgNanZJ7gZfiCGliI0Gl79Py9G4veZM99HonR6i0X00mvEOvbj8JT5E15r4-Z_sfpBh99jJYdQJHHpA6yJC1ja4vw2-AOSRhKQ |
| CitedBy_id | crossref_primary_10_1007_s00603_021_02479_y crossref_primary_10_1016_j_engfracmech_2024_110768 crossref_primary_10_1016_j_geoen_2025_214033 crossref_primary_10_1038_s41598_024_71680_0 crossref_primary_10_1016_j_ijrmms_2022_105064 crossref_primary_10_1007_s10064_022_02777_x crossref_primary_10_1088_1755_1315_833_1_012012 crossref_primary_10_1007_s10064_020_01932_6 crossref_primary_10_3390_su12031255 crossref_primary_10_1007_s00603_021_02538_4 crossref_primary_10_1007_s00603_024_04113_z crossref_primary_10_1007_s00603_018_1537_7 crossref_primary_10_1016_j_enggeo_2018_12_026 crossref_primary_10_1016_j_enggeo_2021_106277 crossref_primary_10_1007_s10706_024_02971_6 crossref_primary_10_1016_j_jngse_2020_103321 crossref_primary_10_1155_2020_8091895 crossref_primary_10_1016_j_enggeo_2022_106926 crossref_primary_10_1016_j_ijrmms_2023_105497 crossref_primary_10_1155_2019_5818071 crossref_primary_10_1007_s00603_022_03184_0 crossref_primary_10_1016_j_engfracmech_2023_109465 crossref_primary_10_1007_s00603_020_02156_6 crossref_primary_10_1016_j_jrmge_2024_05_033 crossref_primary_10_1007_s11771_024_5725_1 crossref_primary_10_1111_ffe_13306 crossref_primary_10_1016_j_compgeo_2024_106474 crossref_primary_10_1007_s00603_023_03612_9 crossref_primary_10_1177_10567895241297327 crossref_primary_10_1007_s00603_022_02968_8 crossref_primary_10_1007_s00603_023_03480_3 crossref_primary_10_1155_2019_4145981 crossref_primary_10_3390_app14156473 crossref_primary_10_1016_j_enggeo_2025_108123 crossref_primary_10_1016_j_cscm_2025_e05327 crossref_primary_10_1016_j_conbuildmat_2025_143352 crossref_primary_10_3390_ma17153860 crossref_primary_10_1016_j_enggeo_2025_108282 crossref_primary_10_1016_j_jappgeo_2022_104590 crossref_primary_10_3390_w15152684 crossref_primary_10_1016_j_enggeo_2019_105350 crossref_primary_10_1016_j_rockmb_2024_100111 crossref_primary_10_1371_journal_pone_0325318 crossref_primary_10_1088_1757_899X_657_1_012010 crossref_primary_10_1007_s10064_021_02187_5 crossref_primary_10_1007_s00603_022_03113_1 crossref_primary_10_1007_s10706_024_02981_4 crossref_primary_10_1007_s00603_023_03395_z crossref_primary_10_1007_s11440_022_01631_4 crossref_primary_10_1016_j_jngse_2021_103921 crossref_primary_10_1061__ASCE_MT_1943_5533_0003962 crossref_primary_10_1007_s00603_024_03959_7 crossref_primary_10_1016_j_engfailanal_2023_107572 crossref_primary_10_1007_s00603_018_1686_8 crossref_primary_10_1016_j_ijrmms_2024_105773 crossref_primary_10_1007_s12583_022_1636_y crossref_primary_10_1016_j_earscirev_2023_104673 crossref_primary_10_1038_s41598_022_19655_x crossref_primary_10_3390_buildings12060797 crossref_primary_10_1016_j_ijrmms_2023_105590 crossref_primary_10_1007_s11440_023_01994_2 crossref_primary_10_1007_s00603_025_04607_4 crossref_primary_10_1007_s12517_022_10647_9 crossref_primary_10_1016_j_ijrmms_2020_104439 crossref_primary_10_70425_rml_202503_22 crossref_primary_10_1002_nag_3584 crossref_primary_10_70425_rml_202503_20 crossref_primary_10_1016_j_petrol_2020_107361 crossref_primary_10_1093_jge_gxab041 crossref_primary_10_1061__ASCE_CR_1943_5495_0000225 crossref_primary_10_1007_s00603_023_03466_1 crossref_primary_10_3390_su15129684 crossref_primary_10_3389_feart_2022_839304 |
| Cites_doi | 10.1007/s12665-015-4406-7 10.1002/nme.1151 10.1139/t97-091 10.1016/0148-9062(93)90041-B 10.1016/j.ijrmms.2015.10.006 10.1007/s00603-011-0156-3 10.1016/j.ijrmms.2004.02.003 10.1016/j.ijrmms.2010.06.007 10.1016/j.enggeo.2015.04.024 10.1016/S0013-7952(01)00084-9 10.1007/BF00878002 10.1007/s00603-010-0090-9 10.1016/0148-9062(94)90005-1 10.1016/j.enggeo.2016.08.012 10.1016/j.ijrmms.2004.02.001 10.1016/S1365-1609(02)00103-X 10.1016/j.ijrmms.2004.03.003 10.1016/j.ijrmms.2008.03.001 10.1016/j.enggeo.2017.01.018 10.1016/j.gsf.2011.10.001 10.1007/s00603-016-1038-5 10.1139/t97-030 10.1016/j.cma.2010.03.031 10.1080/17486025.2017.1330969 10.1016/j.ijrmms.2009.02.010 10.1016/j.ijrmms.2004.04.006 10.1016/j.enggeo.2017.06.010 10.1016/j.enggeo.2016.12.004 10.1016/j.enggeo.2017.03.003 10.1007/s00603-014-0703-9 10.1007/s00603-015-0775-1 10.1016/j.ijrmms.2010.06.012 10.1007/s12517-017-2943-y 10.1007/s00603-013-0479-3 10.1016/j.ijrmms.2011.04.015 10.1016/j.ijrmms.2013.09.003 10.1007/BF00155255 10.3390/app5030157 10.1007/s00603-009-0053-1 10.1139/T07-033 10.1007/s10064-002-0160-7 10.1016/j.engfracmech.2015.10.042 10.1016/j.cma.2006.06.020 10.1029/JZ071i016p03939 10.1007/s00603-012-0242-1 10.1007/s00603-014-0590-0 10.1016/j.enggeo.2012.12.007 10.1016/S0886-7798(99)00053-X 10.1007/s00603-012-0221-6 10.1007/s00603-016-1047-4 10.1016/j.enggeo.2015.02.004 |
| ContentType | Journal Article |
| Copyright | 2018 |
| Copyright_xml | – notice: 2018 |
| DBID | AAYXX CITATION |
| DOI | 10.1016/j.enggeo.2018.01.018 |
| DatabaseName | CrossRef |
| DatabaseTitle | CrossRef |
| DatabaseTitleList | |
| DeliveryMethod | fulltext_linktorsrc |
| Discipline | Engineering |
| EISSN | 1872-6917 |
| EndPage | 97 |
| ExternalDocumentID | 10_1016_j_enggeo_2018_01_018 S0013795217314515 |
| 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 AJBFU 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 K-O 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~ R2- SEP SET SEW VH1 WUQ XOL XPP ZCG ZMT ZY4 ~HD |
| ID | FETCH-LOGICAL-a329t-4a70a65828e7da8c251c92cec777aeec12a5b8d7ec2c50d27e9f54cf4e5b09c83 |
| ISICitedReferencesCount | 78 |
| ISICitedReferencesURI | http://www.webofscience.com/api/gateway?GWVersion=2&SrcApp=Summon&SrcAuth=ProQuest&DestLinkType=CitingArticles&DestApp=WOS_CPL&KeyUT=000427670000007&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 | Tue Nov 18 22:53:34 EST 2025 Sat Nov 29 05:53:01 EST 2025 Fri Feb 23 02:15:51 EST 2024 |
| IsPeerReviewed | true |
| IsScholarly | true |
| Keywords | Uniaxial compression Triaxial compression Lateral strain Crack damage stress Crack initiation stress Relative compression strain response |
| Language | English |
| LinkModel | OpenURL |
| MergedId | FETCHMERGED-LOGICAL-a329t-4a70a65828e7da8c251c92cec777aeec12a5b8d7ec2c50d27e9f54cf4e5b09c83 |
| PageCount | 17 |
| ParticipantIDs | crossref_citationtrail_10_1016_j_enggeo_2018_01_018 crossref_primary_10_1016_j_enggeo_2018_01_018 elsevier_sciencedirect_doi_10_1016_j_enggeo_2018_01_018 |
| PublicationCentury | 2000 |
| PublicationDate | 2018-03-09 |
| PublicationDateYYYYMMDD | 2018-03-09 |
| PublicationDate_xml | – month: 03 year: 2018 text: 2018-03-09 day: 09 |
| PublicationDecade | 2010 |
| PublicationTitle | Engineering geology |
| PublicationYear | 2018 |
| Publisher | Elsevier B.V |
| Publisher_xml | – name: Elsevier B.V |
| References | Lajtai (bb0205) 1974; 10 Xu, Liu, Chen, Wu (bb0370) 2017; 225 Cai, Kaiser, Tasaka, Maejima, Morioka, Minami (bb0040) 2004; 41 Sirdesai, Mahanta, Ranjith, Singh (bb0315) 2017 Diederichs (bb0065) 2007; 44 Zhang, Chen, Hou, Chu (bb0410) 2010; 29 Rabczuk, Belytschko (bb5000) 2007; 196 Andersson, Martin (bb0010) 2009; 46 Klein, Reuschlé (bb0195) 2004; 41 Stigsson (bb0320) 2016; 49 Huang, Li (bb0100) 2017; 38 Diederichs, Kaiser, Eberhardt (bb0070) 2004; 41 Peng, Cai, Rong, Yao, Jiang, Zhou (bb0290) 2017; 218 Cieślik (bb0055) 2007; 3 Huang, Huang, Zhang (bb0105) 2012; 31 Ding, Li, Li, Xu, Jiu, Zeng, Wu (bb0075) 2012; 3 Nicksiar, Martin (bb0270) 2013; 154 Yang, Huang, Tian, Zhu (bb0395) 2017; 217 Li, Xie, Xie (bb0220) 2017; 42 Zhao, Cai, Wang, Ma (bb0425) 2013; 64 Cai (bb0035) 2010; 43 Li, Zhao, Cai (bb0215) 2015; 36 Hu, Zhou, Zhang, Shao (bb0090) 2010; 47 Lavrov, Vervoort, Filimonov, Wevers, Mertens (bb0210) 2002; 61 Jacobsson (bb0145) 2005 Sirdesai, Singh, Pathegama Gamage (bb0310) 2017; 226 Jacobsson (bb0125) 2004 Jacobsson (bb0165) 2006 Wang (bb0330) 2012 Jacobsson (bb0185) 2007 Martin, Christiansson (bb0250) 2009; 46 Wang, Li, Wu, Ben, Li, Hao, Zhang (bb0340) 2014; 33 Palchik, Hatzor (bb0280) 2002; 63 Ündül, Amann, Aysal, Plötze (bb0325) 2015; 193 Lockner (bb0235) 1993; 30 Wen, Liu, Yang, Yi (bb0355) 2018; 13 Martin, Chandler (bb0245) 1994; 31 Amann, Button, Evans, Gischig, Blümel (bb0005) 2011; 44 Areias, Msekh, Rabczuk (bb0015) 2016; 158 Bäckblom, Martin (bb0025) 1999; 14 Yang (bb0385) 2016; 213 Zhu (bb0435) 2016 Peng, Rong, Cai, Zhou (bb0285) 2015; 189 Zhang (bb0405) 2016 Moradian, Einstein, Ballivy (bb0255) 2016; 49 Zhao, Cai, Wang, Li, Ma (bb0430) 2015; 48 Jacobsson (bb0180) 2006 Rabczuk, Zi, Bordas, Nguyen-Xuan (bb5005) 2010; 199 Nasseri, Rao, Ramamurthy (bb0260) 2003; 40 Jacobsson (bb0150) 2006 Jacobsson (bb0140) 2005 Jacobsson (bb0160) 2006 Ashby, Sammis (bb0020) 1990; 133 Jacobsson (bb0115) 2004 Kim, Lee, Cho, Choi, Cho (bb0190) 2015; 48 Zhang, Zhang, Xie, Liu, Were (bb0415) 2015; 73 Jacobsson (bb0170) 2006 Jacobsson (bb0130) 2004 Jacobsson (bb0110) 2004 Jacobsson (bb0120) 2004 Eberhardt, Stead, Stimpson (bb0080) 1998; 35 Jacobsson (bb0135) 2004 Xie, Shao, Xu (bb0360) 2011; 48 Ren (bb0300) 2013 Zeng (bb0400) 2013 Xu, Yang, Guo, Wang, Hou, Li, Hu, Wang (bb0375) 2017; 10 Jacobsson (bb0155) 2006 Jacobsson (bb0175) 2006 Kwaśniewski (bb0200) 2007; 3 Xue, Qin, Sun, Wang, Lee, Li (bb0380) 2014; 47 Nie, Huang, Zhang, Xian, Xu, Chen (bb0275) 2015; 5 Wen, Tang, Liu, Wang, Yang (bb0345) 2016; 44 Yang, Xu, Ranjith (bb0390) 2015; 80 Zhang, Ren, Ma, Wang, Wang (bb0420) 2015; 34 Huang (bb0095) 2008 Wang (bb0335) 2014 Martin (bb0240) 1997; 34 Sirdesai, Singh, Ranjith, Singh (bb0305) 2017; 50 Xu, Shao (bb0365) 2012; 40 Damjanac, Fairhurst (bb0060) 2010; 43 Cai, Huang, Xu, Lin, Tang (bb0045) 2011; 19 Hidalgo, Nordlund (bb0085) 2013; 46 Liang, Zhao, Xu, Dusseault (bb0225) 2011; 48 Nicksiar, Martin (bb0265) 2012; 45 Rabczuk, Belytschko (bb0295) 2004; 61 Chang, Lee (bb0050) 2004; 41 Brace, Paulding, Scholz (bb0030) 1966; 71 Liu, Xian, Zhou, Zhang, Liu, Zhang (bb0230) 2016; 41 Wen, Tang, Liu, Zou, Wang, Lin (bb0350) 2016; 45 Lajtai (10.1016/j.enggeo.2018.01.018_bb0205) 1974; 10 Andersson (10.1016/j.enggeo.2018.01.018_bb0010) 2009; 46 Damjanac (10.1016/j.enggeo.2018.01.018_bb0060) 2010; 43 Wen (10.1016/j.enggeo.2018.01.018_bb0350) 2016; 45 Eberhardt (10.1016/j.enggeo.2018.01.018_bb0080) 1998; 35 Wang (10.1016/j.enggeo.2018.01.018_bb0335) 2014 Martin (10.1016/j.enggeo.2018.01.018_bb0240) 1997; 34 Hidalgo (10.1016/j.enggeo.2018.01.018_bb0085) 2013; 46 Diederichs (10.1016/j.enggeo.2018.01.018_bb0065) 2007; 44 Nicksiar (10.1016/j.enggeo.2018.01.018_bb0265) 2012; 45 Sirdesai (10.1016/j.enggeo.2018.01.018_bb0315) 2017 Stigsson (10.1016/j.enggeo.2018.01.018_bb0320) 2016; 49 Ren (10.1016/j.enggeo.2018.01.018_bb0300) 2013 Ding (10.1016/j.enggeo.2018.01.018_bb0075) 2012; 3 Jacobsson (10.1016/j.enggeo.2018.01.018_bb0185) 2007 Zhang (10.1016/j.enggeo.2018.01.018_bb0415) 2015; 73 Zhao (10.1016/j.enggeo.2018.01.018_bb0425) 2013; 64 Zhu (10.1016/j.enggeo.2018.01.018_bb0435) 2016 Kim (10.1016/j.enggeo.2018.01.018_bb0190) 2015; 48 Cai (10.1016/j.enggeo.2018.01.018_bb0040) 2004; 41 Jacobsson (10.1016/j.enggeo.2018.01.018_bb0110) 2004 Jacobsson (10.1016/j.enggeo.2018.01.018_bb0145) 2005 Lockner (10.1016/j.enggeo.2018.01.018_bb0235) 1993; 30 Jacobsson (10.1016/j.enggeo.2018.01.018_bb0165) 2006 Jacobsson (10.1016/j.enggeo.2018.01.018_bb0125) 2004 Jacobsson (10.1016/j.enggeo.2018.01.018_bb0130) 2004 Peng (10.1016/j.enggeo.2018.01.018_bb0290) 2017; 218 Sirdesai (10.1016/j.enggeo.2018.01.018_bb0310) 2017; 226 Areias (10.1016/j.enggeo.2018.01.018_bb0015) 2016; 158 Jacobsson (10.1016/j.enggeo.2018.01.018_bb0150) 2006 Li (10.1016/j.enggeo.2018.01.018_bb0215) 2015; 36 Jacobsson (10.1016/j.enggeo.2018.01.018_bb0170) 2006 Rabczuk (10.1016/j.enggeo.2018.01.018_bb5005) 2010; 199 Sirdesai (10.1016/j.enggeo.2018.01.018_bb0305) 2017; 50 Yang (10.1016/j.enggeo.2018.01.018_bb0395) 2017; 217 Zeng (10.1016/j.enggeo.2018.01.018_bb0400) 2013 Cieślik (10.1016/j.enggeo.2018.01.018_bb0055) 2007; 3 Xie (10.1016/j.enggeo.2018.01.018_bb0360) 2011; 48 Nasseri (10.1016/j.enggeo.2018.01.018_bb0260) 2003; 40 Cai (10.1016/j.enggeo.2018.01.018_bb0045) 2011; 19 Bäckblom (10.1016/j.enggeo.2018.01.018_bb0025) 1999; 14 Li (10.1016/j.enggeo.2018.01.018_bb0220) 2017; 42 Amann (10.1016/j.enggeo.2018.01.018_bb0005) 2011; 44 Moradian (10.1016/j.enggeo.2018.01.018_bb0255) 2016; 49 Wang (10.1016/j.enggeo.2018.01.018_bb0330) 2012 Yang (10.1016/j.enggeo.2018.01.018_bb0385) 2016; 213 Zhang (10.1016/j.enggeo.2018.01.018_bb0410) 2010; 29 Xu (10.1016/j.enggeo.2018.01.018_bb0370) 2017; 225 Hu (10.1016/j.enggeo.2018.01.018_bb0090) 2010; 47 Xu (10.1016/j.enggeo.2018.01.018_bb0365) 2012; 40 Zhao (10.1016/j.enggeo.2018.01.018_bb0430) 2015; 48 Martin (10.1016/j.enggeo.2018.01.018_bb0250) 2009; 46 Huang (10.1016/j.enggeo.2018.01.018_bb0095) 2008 Palchik (10.1016/j.enggeo.2018.01.018_bb0280) 2002; 63 Wen (10.1016/j.enggeo.2018.01.018_bb0345) 2016; 44 Yang (10.1016/j.enggeo.2018.01.018_bb0390) 2015; 80 Rabczuk (10.1016/j.enggeo.2018.01.018_bb0295) 2004; 61 Zhang (10.1016/j.enggeo.2018.01.018_bb0420) 2015; 34 Cai (10.1016/j.enggeo.2018.01.018_bb0035) 2010; 43 Klein (10.1016/j.enggeo.2018.01.018_bb0195) 2004; 41 Martin (10.1016/j.enggeo.2018.01.018_bb0245) 1994; 31 Kwaśniewski (10.1016/j.enggeo.2018.01.018_bb0200) 2007; 3 Nie (10.1016/j.enggeo.2018.01.018_bb0275) 2015; 5 Ündül (10.1016/j.enggeo.2018.01.018_bb0325) 2015; 193 Xu (10.1016/j.enggeo.2018.01.018_bb0375) 2017; 10 Wang (10.1016/j.enggeo.2018.01.018_bb0340) 2014; 33 Xue (10.1016/j.enggeo.2018.01.018_bb0380) 2014; 47 Jacobsson (10.1016/j.enggeo.2018.01.018_bb0175) 2006 Brace (10.1016/j.enggeo.2018.01.018_bb0030) 1966; 71 Zhang (10.1016/j.enggeo.2018.01.018_bb0405) 2016 Huang (10.1016/j.enggeo.2018.01.018_bb0100) 2017; 38 Jacobsson (10.1016/j.enggeo.2018.01.018_bb0155) 2006 Lavrov (10.1016/j.enggeo.2018.01.018_bb0210) 2002; 61 Nicksiar (10.1016/j.enggeo.2018.01.018_bb0270) 2013; 154 Jacobsson (10.1016/j.enggeo.2018.01.018_bb0120) 2004 Peng (10.1016/j.enggeo.2018.01.018_bb0285) 2015; 189 Jacobsson (10.1016/j.enggeo.2018.01.018_bb0140) 2005 Wen (10.1016/j.enggeo.2018.01.018_bb0355) 2018; 13 Jacobsson (10.1016/j.enggeo.2018.01.018_bb0115) 2004 Jacobsson (10.1016/j.enggeo.2018.01.018_bb0135) 2004 Jacobsson (10.1016/j.enggeo.2018.01.018_bb0160) 2006 Jacobsson (10.1016/j.enggeo.2018.01.018_bb0180) 2006 Rabczuk (10.1016/j.enggeo.2018.01.018_bb5000) 2007; 196 Ashby (10.1016/j.enggeo.2018.01.018_bb0020) 1990; 133 Diederichs (10.1016/j.enggeo.2018.01.018_bb0070) 2004; 41 Huang (10.1016/j.enggeo.2018.01.018_bb0105) 2012; 31 Liang (10.1016/j.enggeo.2018.01.018_bb0225) 2011; 48 Liu (10.1016/j.enggeo.2018.01.018_bb0230) 2016; 41 Chang (10.1016/j.enggeo.2018.01.018_bb0050) 2004; 41 |
| References_xml | – year: 2005 ident: bb0145 article-title: Forsmark Site Investigation: Borehole KFM05A-Triaxial Compression Test of Intact Rock – year: 2006 ident: bb0160 article-title: Oskarshamn Site Investigation: Borehole KLX10-Uniaxial Compression Test of Intact Rock – year: 2013 ident: bb0400 article-title: Study on AE Characteristics of the Peak Stress Before and After of Phyllite under Loading and Unloading – year: 2006 ident: bb0180 article-title: Oskarshamn Site Investigation: Borehole KLX11A-Triaxial Compression Test of Intact Rock – volume: 47 start-page: 1183 year: 2014 end-page: 1195 ident: bb0380 article-title: A study on crack damage stress thresholds of different rock types based on uniaxial compression tests publication-title: Rock Mech. Rock. Eng. – volume: 226 start-page: 208 year: 2017 end-page: 220 ident: bb0310 article-title: Thermal alterations in the poro-mechanical characteristic of an Indian sandstone-a comparative study publication-title: Eng. Geol. – volume: 43 start-page: 167 year: 2010 end-page: 184 ident: bb0035 article-title: Practical estimates of tensile strength and Hoek–Brown strength parameter mi of brittle rocks publication-title: Rock Mech. Rock. Eng. – volume: 217 start-page: 35 year: 2017 end-page: 48 ident: bb0395 article-title: An experimental investigation on strength, deformation and crack evolution behavior of sandstone containing two oval flaws under uniaxial compression publication-title: Eng. Geol. – volume: 44 start-page: 1082 year: 2007 end-page: 1116 ident: bb0065 article-title: The 2003 Canadian geotechnical colloquium: mechanistic interpretation and practical application of damage and spalling prediction criteria for deep tunnelling publication-title: Can. Geotech. J. – volume: 3 start-page: 97 year: 2012 end-page: 105 ident: bb0075 article-title: Fracture development in shale and its relationship to gas accumulation publication-title: Geosci. Front. – volume: 218 start-page: 187 year: 2017 end-page: 196 ident: bb0290 article-title: Determination of confinement and plastic strain dependent post-peak strength of intact rocks publication-title: Eng. Geol. – volume: 44 start-page: 415 year: 2011 end-page: 430 ident: bb0005 article-title: Experimental study of the brittle behavior of clay shale in rapid unconfined compression publication-title: Rock Mech. Rock. Eng. – volume: 5 start-page: 157 year: 2015 end-page: 173 ident: bb0275 article-title: Prediction of experimental rainfall-eroded soil area based on S-shaped growth curve model framework publication-title: Appl. Sci. – volume: 40 start-page: 3 year: 2003 end-page: 23 ident: bb0260 article-title: Anisotropic strength and deformational behavior of Himalayan schists publication-title: Int. J. Rock Mech. Min. Sci. – year: 2004 ident: bb0135 article-title: Oskarshamn Site Investigation: Borehole KLX04A-Triaxial Compression Test of Intact Rock – year: 2012 ident: bb0330 article-title: Mechanical Characteristics of Deeply Buried Marble and its Technical Application – volume: 46 start-page: 41 year: 2013 end-page: 51 ident: bb0085 article-title: Comparison between stress and strain quantities of the failure–deformation process of fennoscandian hard rocks using geological information publication-title: Rock Mech. Rock. Eng. – volume: 50 start-page: 205 year: 2017 end-page: 213 ident: bb0305 article-title: Effect of varied durations of thermal treatment on the tensile strength of red sandstone publication-title: Rock Mech. Rock. Eng. – volume: 158 start-page: 116 year: 2016 end-page: 143 ident: bb0015 article-title: Damage and fracture algorithm using the screened Poisson equation and local remeshing publication-title: Eng. Fract. Mech. – volume: 64 start-page: 258 year: 2013 end-page: 269 ident: bb0425 article-title: Damage stress and acoustic emission characteristics of the Beishan granite publication-title: Int. J. Rock Mech. Min. Sci. – year: 2007 ident: bb0185 article-title: Oskarshamn Site Investigation: Borehole KLX16A-Uniaxial Compression Test of Intact Rock – year: 2004 ident: bb0115 article-title: Forsmark Site Investigation: Borehole KFM02-Uniaxial Compression Test of Intact Rock – volume: 35 start-page: 222 year: 1998 end-page: 233 ident: bb0080 article-title: Identifying crack initiation and propagation thresholds in brittle rock publication-title: Can. Geotech. J. – volume: 63 start-page: 233 year: 2002 end-page: 245 ident: bb0280 article-title: Crack damage stress as a composite function of porosity and elastic matrix stiffness in dolomites and limestones publication-title: Eng. Geol. – volume: 30 start-page: 883 year: 1993 end-page: 899 ident: bb0235 article-title: The role of acoustic emission in the study of rock fracture publication-title: Int. J. Rock Mech. Min. Sci. Geomech. Abstr. – year: 2004 ident: bb0130 article-title: Forsmark Site Investigation: Borehole KFM01A-Triaxial Compression Test of Intact Rock – volume: 196 start-page: 2777 year: 2007 end-page: 2799 ident: bb5000 article-title: A three-dimensional large deformation meshfree method for arbitrary evolving cracks publication-title: Comput. Methods Appl. Mech. Eng. – volume: 41 start-page: 833 year: 2004 end-page: 847 ident: bb0040 article-title: Generalized crack initiation and crack damage stress thresholds of brittle rock masses near underground excavations publication-title: Int. J. Rock Mech. Min. Sci. – year: 2006 ident: bb0170 article-title: Forsmark site investigation: borehole KFM01C-triaxial compression test of intact rock – volume: 3 start-page: 437 year: 2007 end-page: 451 ident: bb0055 article-title: Results of triaxial compression tests on LGOM sandstone and dolomite in the context of the elastic-plastic constitutive model selection publication-title: Arch. Min. Sci. – year: 2013 ident: bb0300 article-title: Stress Path Dependency Research on Mechanical Behavior of Hongtoushan Deep Stope Gneiss – volume: 31 start-page: 245 year: 2012 end-page: 255 ident: bb0105 article-title: Experimental investigations on static loading rate effects on mechanical properties and energy mechanism of coarse crystal grain marble under uniaxial compression publication-title: Chin. J. Rock Mech. Eng. – volume: 46 start-page: 219 year: 2009 end-page: 228 ident: bb0250 article-title: Estimating the potential for spalling around a deep nuclear waste repository in crystalline rock publication-title: Int. J. Rock Mech. Min. Sci. – volume: 49 start-page: 4273 year: 2016 end-page: 4284 ident: bb0320 article-title: Orientation uncertainty of structures measured in cored boreholes: methodology and case study of Swedish crystalline rock publication-title: Rock Mech. Rock. Eng. – volume: 80 start-page: 337 year: 2015 end-page: 345 ident: bb0390 article-title: Damage model of coal under creep and triaxial compression publication-title: Int. J. Rock Mech. Min. Sci. – volume: 29 start-page: 1999 year: 2010 end-page: 2009 ident: bb0410 article-title: Study of mechanical behavior of deep-buried marble at jinping II hydropower station publication-title: Chin. J. Rock Mech. Eng. – year: 2006 ident: bb0165 article-title: Oskarshamn Site Investigation: Borehole KLX10-Triaxial Compression Test of Intact Rock – volume: 41 start-page: 975 year: 2004 end-page: 986 ident: bb0195 article-title: A pore crack model for the mechanical behaviour of porous granular rocks in the brittle deformation regime publication-title: Int. J. Rock Mech. Min. Sci. – volume: 14 start-page: 377 year: 1999 end-page: 394 ident: bb0025 article-title: Recent experiments in hard rocks to study the excavation response: implications for the performance of a nuclear waste geological repository publication-title: Tunn. Undergr. Sp. Tech. – volume: 189 start-page: 48 year: 2015 end-page: 57 ident: bb0285 article-title: A model for characterizing crack closure effect of rocks publication-title: Eng. Geol. – volume: 46 start-page: 865 year: 2009 end-page: 878 ident: bb0010 article-title: The Äspö pillar stability experiment: part I-experiment design publication-title: Int. J. Rock Mech. Min. Sci. – year: 2006 ident: bb0155 article-title: Forsmark Site Investigation: Borehole KFM09A-Uniaxial Compression Test of Intact Rock – volume: 48 start-page: 161 year: 2011 end-page: 167 ident: bb0225 article-title: Effect of strain rate on the mechanical properties of salt rock publication-title: Int. J. Rock Mech. Min. Sci. – volume: 71 start-page: 3939 year: 1966 end-page: 3953 ident: bb0030 article-title: Dilatancy in the fracture of crystalline rocks publication-title: J. Geophys. Res. – volume: 40 start-page: 8 year: 2012 end-page: 11,27 ident: bb0365 article-title: Brittle failure analysis of mixed gneiss in uniaxial compression test publication-title: Geotechn. Invest. Survey. – volume: 47 start-page: 962 year: 2010 end-page: 973 ident: bb0090 article-title: Evolution of poroelastic properties and permeability in damaged sandstone publication-title: Int. J. Rock Mech. Min. Sci. – volume: 31 start-page: 643 year: 1994 end-page: 659 ident: bb0245 article-title: The progressive fracture of Lac Du bonnet granite publication-title: Int. J. Rock Mech. Min. Sci. Geomech. Abstr. – year: 2006 ident: bb0175 article-title: Oskarshamn Site Investigation: Borehole KLX12A-Triaxial Compression Test of Intact Rock – year: 2004 ident: bb0120 article-title: Forsmark Site Investigation: Borehole KFM03A-Uniaxial Compression Test of Intact Rock – year: 2004 ident: bb0110 article-title: Forsmark Site Investigation: Borehole KFM01A-Uniaxial Compression Test of Intact Rock – volume: 48 start-page: 495 year: 2015 end-page: 508 ident: bb0190 article-title: A comparative evaluation of stress-strain and acoustic emission methods for quantitative damage assessments of brittle rock publication-title: Rock Mech. Rock. Eng. – volume: 213 start-page: 11 year: 2016 end-page: 24 ident: bb0385 article-title: Experimental study on deformation, peak strength and crack damage behavior of hollow sandstone under conventional triaxial compression publication-title: Eng. Geol. – year: 2004 ident: bb0125 article-title: Forsmark Site Investigation: Borehole KFM04A-Uniaxial Compression Test of Intact Rock – year: 2005 ident: bb0140 article-title: Oskarshamn Site Investigation: Borehole KLX03A-Uniaxial Compression Test of Intact Rock – volume: 36 start-page: 2323 year: 2015 end-page: 2331 ident: bb0215 article-title: Discussion on approaches to identifying cracking initiation stress of rocks under compression condition: a case study of Tianhu granodiorite in Xinjiang autonomous region publication-title: Rock Soil Mech. – volume: 34 start-page: 2862 year: 2015 end-page: 2867 ident: bb0420 article-title: Acoustic emission and fractal characteristics of marble during unloading failure process publication-title: Chin. J. Rock Mech. Eng. – volume: 43 start-page: 513 year: 2010 end-page: 531 ident: bb0060 article-title: Evidence for a long-term strength threshold in crystalline rock publication-title: Rock Mech. Rock. Eng. – volume: 34 start-page: 698 year: 1997 end-page: 725 ident: bb0240 article-title: Seventeenth Canadian Geotechnical Colloquium: the effect of cohesion loss and stress path on brittle rock strength publication-title: Can. Geotech. J. – year: 2006 ident: bb0150 article-title: Forsmark Site Investigation: Borehole KFM09A-Triaxial Compression Test of Intact Rock – volume: 10 start-page: 525 year: 1974 end-page: 536 ident: bb0205 article-title: Brittle fracture in compression publication-title: Int. J. Fract. – volume: 41 start-page: 1069 year: 2004 end-page: 1086 ident: bb0050 article-title: Estimation of cracking and damage mechanisms in rock under triaxial compression by moment tensor analysis of acoustic emission publication-title: Int. J. Rock Mech. Min. Sci. – volume: 199 start-page: 2437 year: 2010 end-page: 2455 ident: bb5005 article-title: A simple and robust three-dimensional cracking-particle method without enrichment publication-title: Comput. Methods Appl. Mech. Eng. – volume: 44 start-page: 80 year: 2016 end-page: 86 ident: bb0345 article-title: Energy and damage analysis of slate during triaxial compression under different confining pressures publication-title: Coal Geol. Explor. – volume: 48 start-page: 741 year: 2011 end-page: 747 ident: bb0360 article-title: Influences of chemical degradation on mechanical behaviour of a limestone publication-title: Int. J. Rock Mech. Min. Sci. – volume: 19 start-page: 472 year: 2011 end-page: 477 ident: bb0045 article-title: AE characteristics of gneiss fracture process under uniaxial compression publication-title: J. Eng. Geol. – volume: 45 start-page: 607 year: 2012 end-page: 617 ident: bb0265 article-title: Evaluation of methods for determining crack initiation in compression tests on low-porosity rocks publication-title: Rock Mech. Rock. Eng. – volume: 45 start-page: 141 year: 2016 end-page: 149 ident: bb0350 article-title: Newly modified damage statistical constitutive model of rock based on impact factor publication-title: J. China Univ. Min. Technol. – year: 2014 ident: bb0335 article-title: Experimental Study on Degradation Characteristics of Frozen-Thawed of Wudang Group Schist – volume: 225 start-page: 96 year: 2017 end-page: 102 ident: bb0370 article-title: Digital features of main constituents in granite during crack initiation and propagation publication-title: Eng. Geol. – year: 2008 ident: bb0095 article-title: Study on Mechanical Model of Brittle Rock under High Stress Condition and its Engineering Applications – volume: 73 start-page: 6987 year: 2015 end-page: 6999 ident: bb0415 article-title: Differences in the acoustic emission characteristics of rock salt compared with granite and marble during the damage evolution process publication-title: Environ. Earth Sci. – volume: 48 start-page: 2473 year: 2015 end-page: 2484 ident: bb0430 article-title: Objective determination of crack initiation stress of brittle rocks under compression using AE measurement publication-title: Rock Mech. Rock. Eng. – volume: 3 start-page: 409 year: 2007 end-page: 435 ident: bb0200 article-title: Mechanical behavior of rocks under true triaxial compression conditions-volumetric strain and dilatancy publication-title: Arch. Min. Sci. – volume: 154 start-page: 64 year: 2013 end-page: 76 ident: bb0270 article-title: Crack initiation stress in low porosity crystalline and sedimentary rocks publication-title: Eng. Geol. – volume: 49 start-page: 785 year: 2016 end-page: 800 ident: bb0255 article-title: Detection of cracking levels in brittle rocks by parametric analysis of the acoustic emission signals publication-title: Rock Mech. Rock. Eng. – start-page: 1 year: 2017 end-page: 15 ident: bb0315 article-title: Effects of thermal treatment on physico-morphological properties of Indian fine-grained sandstone publication-title: Bull. Eng. Geol. Environ. – volume: 13 start-page: 1 year: 2018 end-page: 11 ident: bb0355 article-title: A rock damage constitutive model and damage energy dissipation rate analysis for characterising the crack closure effect publication-title: Geomech. Geoeng. Int. J. – volume: 42 start-page: 969 year: 2017 end-page: 976 ident: bb0220 article-title: Experimental and theoretical study on the shale crack initiation stress and crack damage stress publication-title: J. China Coal Soc. – volume: 33 start-page: 264 year: 2014 end-page: 275 ident: bb0340 article-title: Research on relationship between crack initiation stress level and brittleness indices for brittle rocks publication-title: Chin. J. Rock Mech. Eng. – year: 2016 ident: bb0435 article-title: Research on the Dump Deformation and Instability Mechanism of Phyllite in Base of Lixian – volume: 41 start-page: 785 year: 2004 end-page: 812 ident: bb0070 article-title: Damage initiation and propagation in hard rock during tunnelling and the influence of near-face stress rotation publication-title: Int. J. Rock Mech. Min. Sci. – volume: 38 start-page: 253 year: 2017 end-page: 262 ident: bb0100 article-title: Numerical simulation research on characteristic strength of marble based on development of microcrack publication-title: Rock Soil Mech. – volume: 41 start-page: 369 year: 2016 end-page: 375 ident: bb0230 article-title: Experimental study the impact of loading deformation characteristics and mineral composition on shale rock brittleness publication-title: J. China Coal Soc. – volume: 10 start-page: 144 year: 2017 ident: bb0375 article-title: Effect of bedding planes on wave velocity and AE characteristics of the Longmaxi shale in China publication-title: Arab. J. Geosci. – volume: 61 start-page: 379 year: 2002 end-page: 387 ident: bb0210 article-title: Acoustic emission in host-rock material for radioactive waste disposal: comparison between clay and rock salt publication-title: Bull. Eng. Geol. Environ. – volume: 61 start-page: 2316 year: 2004 end-page: 2343 ident: bb0295 article-title: Cracking particles: a simplified meshfree method for arbitrary evolving cracks publication-title: Int. J. Numer. Methods Eng. – year: 2016 ident: bb0405 article-title: Study on Time-Lagged Fracture Characteristic of Brittle Rock under High Stress Condition – volume: 133 start-page: 489 year: 1990 end-page: 521 ident: bb0020 article-title: The damage mechanics of brittle solids in compression publication-title: Pure Appl. Geophys. – volume: 193 start-page: 267 year: 2015 end-page: 275 ident: bb0325 article-title: Micro-textural effects on crack initiation and crack propagation of andesitic rocks publication-title: Eng. Geol. – volume: 73 start-page: 6987 issue: 11 year: 2015 ident: 10.1016/j.enggeo.2018.01.018_bb0415 article-title: Differences in the acoustic emission characteristics of rock salt compared with granite and marble during the damage evolution process publication-title: Environ. Earth Sci. doi: 10.1007/s12665-015-4406-7 – volume: 61 start-page: 2316 issue: 13 year: 2004 ident: 10.1016/j.enggeo.2018.01.018_bb0295 article-title: Cracking particles: a simplified meshfree method for arbitrary evolving cracks publication-title: Int. J. Numer. Methods Eng. doi: 10.1002/nme.1151 – volume: 35 start-page: 222 issue: 2 year: 1998 ident: 10.1016/j.enggeo.2018.01.018_bb0080 article-title: Identifying crack initiation and propagation thresholds in brittle rock publication-title: Can. Geotech. J. doi: 10.1139/t97-091 – volume: 30 start-page: 883 issue: 7 year: 1993 ident: 10.1016/j.enggeo.2018.01.018_bb0235 article-title: The role of acoustic emission in the study of rock fracture publication-title: Int. J. Rock Mech. Min. Sci. Geomech. Abstr. doi: 10.1016/0148-9062(93)90041-B – year: 2006 ident: 10.1016/j.enggeo.2018.01.018_bb0150 – volume: 3 start-page: 409 issue: 52 year: 2007 ident: 10.1016/j.enggeo.2018.01.018_bb0200 article-title: Mechanical behavior of rocks under true triaxial compression conditions-volumetric strain and dilatancy publication-title: Arch. Min. Sci. – year: 2013 ident: 10.1016/j.enggeo.2018.01.018_bb0400 – volume: 80 start-page: 337 year: 2015 ident: 10.1016/j.enggeo.2018.01.018_bb0390 article-title: Damage model of coal under creep and triaxial compression publication-title: Int. J. Rock Mech. Min. Sci. doi: 10.1016/j.ijrmms.2015.10.006 – year: 2016 ident: 10.1016/j.enggeo.2018.01.018_bb0405 – volume: 44 start-page: 415 issue: 4 year: 2011 ident: 10.1016/j.enggeo.2018.01.018_bb0005 article-title: Experimental study of the brittle behavior of clay shale in rapid unconfined compression publication-title: Rock Mech. Rock. Eng. doi: 10.1007/s00603-011-0156-3 – volume: 41 start-page: 785 issue: 5 year: 2004 ident: 10.1016/j.enggeo.2018.01.018_bb0070 article-title: Damage initiation and propagation in hard rock during tunnelling and the influence of near-face stress rotation publication-title: Int. J. Rock Mech. Min. Sci. doi: 10.1016/j.ijrmms.2004.02.003 – volume: 3 start-page: 437 issue: 52 year: 2007 ident: 10.1016/j.enggeo.2018.01.018_bb0055 article-title: Results of triaxial compression tests on LGOM sandstone and dolomite in the context of the elastic-plastic constitutive model selection publication-title: Arch. Min. Sci. – volume: 47 start-page: 962 issue: 6 year: 2010 ident: 10.1016/j.enggeo.2018.01.018_bb0090 article-title: Evolution of poroelastic properties and permeability in damaged sandstone publication-title: Int. J. Rock Mech. Min. Sci. doi: 10.1016/j.ijrmms.2010.06.007 – volume: 193 start-page: 267 year: 2015 ident: 10.1016/j.enggeo.2018.01.018_bb0325 article-title: Micro-textural effects on crack initiation and crack propagation of andesitic rocks publication-title: Eng. Geol. doi: 10.1016/j.enggeo.2015.04.024 – volume: 63 start-page: 233 issue: 3 year: 2002 ident: 10.1016/j.enggeo.2018.01.018_bb0280 article-title: Crack damage stress as a composite function of porosity and elastic matrix stiffness in dolomites and limestones publication-title: Eng. Geol. doi: 10.1016/S0013-7952(01)00084-9 – volume: 133 start-page: 489 issue: 3 year: 1990 ident: 10.1016/j.enggeo.2018.01.018_bb0020 article-title: The damage mechanics of brittle solids in compression publication-title: Pure Appl. Geophys. doi: 10.1007/BF00878002 – volume: 43 start-page: 513 issue: 5 year: 2010 ident: 10.1016/j.enggeo.2018.01.018_bb0060 article-title: Evidence for a long-term strength threshold in crystalline rock publication-title: Rock Mech. Rock. Eng. doi: 10.1007/s00603-010-0090-9 – volume: 31 start-page: 643 issue: 6 year: 1994 ident: 10.1016/j.enggeo.2018.01.018_bb0245 article-title: The progressive fracture of Lac Du bonnet granite publication-title: Int. J. Rock Mech. Min. Sci. Geomech. Abstr. doi: 10.1016/0148-9062(94)90005-1 – volume: 213 start-page: 11 year: 2016 ident: 10.1016/j.enggeo.2018.01.018_bb0385 article-title: Experimental study on deformation, peak strength and crack damage behavior of hollow sandstone under conventional triaxial compression publication-title: Eng. Geol. doi: 10.1016/j.enggeo.2016.08.012 – volume: 33 start-page: 264 issue: 2 year: 2014 ident: 10.1016/j.enggeo.2018.01.018_bb0340 article-title: Research on relationship between crack initiation stress level and brittleness indices for brittle rocks publication-title: Chin. J. Rock Mech. Eng. – volume: 41 start-page: 833 issue: 5 year: 2004 ident: 10.1016/j.enggeo.2018.01.018_bb0040 article-title: Generalized crack initiation and crack damage stress thresholds of brittle rock masses near underground excavations publication-title: Int. J. Rock Mech. Min. Sci. doi: 10.1016/j.ijrmms.2004.02.001 – year: 2013 ident: 10.1016/j.enggeo.2018.01.018_bb0300 – volume: 40 start-page: 3 issue: 1 year: 2003 ident: 10.1016/j.enggeo.2018.01.018_bb0260 article-title: Anisotropic strength and deformational behavior of Himalayan schists publication-title: Int. J. Rock Mech. Min. Sci. doi: 10.1016/S1365-1609(02)00103-X – volume: 42 start-page: 969 issue: 4 year: 2017 ident: 10.1016/j.enggeo.2018.01.018_bb0220 article-title: Experimental and theoretical study on the shale crack initiation stress and crack damage stress publication-title: J. China Coal Soc. – volume: 41 start-page: 975 issue: 6 year: 2004 ident: 10.1016/j.enggeo.2018.01.018_bb0195 article-title: A pore crack model for the mechanical behaviour of porous granular rocks in the brittle deformation regime publication-title: Int. J. Rock Mech. Min. Sci. doi: 10.1016/j.ijrmms.2004.03.003 – volume: 46 start-page: 219 issue: 2 year: 2009 ident: 10.1016/j.enggeo.2018.01.018_bb0250 article-title: Estimating the potential for spalling around a deep nuclear waste repository in crystalline rock publication-title: Int. J. Rock Mech. Min. Sci. doi: 10.1016/j.ijrmms.2008.03.001 – volume: 218 start-page: 187 year: 2017 ident: 10.1016/j.enggeo.2018.01.018_bb0290 article-title: Determination of confinement and plastic strain dependent post-peak strength of intact rocks publication-title: Eng. Geol. doi: 10.1016/j.enggeo.2017.01.018 – volume: 19 start-page: 472 issue: 4 year: 2011 ident: 10.1016/j.enggeo.2018.01.018_bb0045 article-title: AE characteristics of gneiss fracture process under uniaxial compression publication-title: J. Eng. Geol. – volume: 3 start-page: 97 issue: 1 year: 2012 ident: 10.1016/j.enggeo.2018.01.018_bb0075 article-title: Fracture development in shale and its relationship to gas accumulation publication-title: Geosci. Front. doi: 10.1016/j.gsf.2011.10.001 – volume: 49 start-page: 4273 issue: 11 year: 2016 ident: 10.1016/j.enggeo.2018.01.018_bb0320 article-title: Orientation uncertainty of structures measured in cored boreholes: methodology and case study of Swedish crystalline rock publication-title: Rock Mech. Rock. Eng. doi: 10.1007/s00603-016-1038-5 – year: 2006 ident: 10.1016/j.enggeo.2018.01.018_bb0160 – volume: 45 start-page: 141 issue: 1 year: 2016 ident: 10.1016/j.enggeo.2018.01.018_bb0350 article-title: Newly modified damage statistical constitutive model of rock based on impact factor publication-title: J. China Univ. Min. Technol. – year: 2006 ident: 10.1016/j.enggeo.2018.01.018_bb0165 – volume: 34 start-page: 698 issue: 5 year: 1997 ident: 10.1016/j.enggeo.2018.01.018_bb0240 article-title: Seventeenth Canadian Geotechnical Colloquium: the effect of cohesion loss and stress path on brittle rock strength publication-title: Can. Geotech. J. doi: 10.1139/t97-030 – volume: 199 start-page: 2437 year: 2010 ident: 10.1016/j.enggeo.2018.01.018_bb5005 article-title: A simple and robust three-dimensional cracking-particle method without enrichment publication-title: Comput. Methods Appl. Mech. Eng. doi: 10.1016/j.cma.2010.03.031 – volume: 44 start-page: 80 issue: 03 year: 2016 ident: 10.1016/j.enggeo.2018.01.018_bb0345 article-title: Energy and damage analysis of slate during triaxial compression under different confining pressures publication-title: Coal Geol. Explor. – year: 2016 ident: 10.1016/j.enggeo.2018.01.018_bb0435 – volume: 13 start-page: 1 issue: 1 year: 2018 ident: 10.1016/j.enggeo.2018.01.018_bb0355 article-title: A rock damage constitutive model and damage energy dissipation rate analysis for characterising the crack closure effect publication-title: Geomech. Geoeng. Int. J. doi: 10.1080/17486025.2017.1330969 – volume: 46 start-page: 865 issue: 5 year: 2009 ident: 10.1016/j.enggeo.2018.01.018_bb0010 article-title: The Äspö pillar stability experiment: part I-experiment design publication-title: Int. J. Rock Mech. Min. Sci. doi: 10.1016/j.ijrmms.2009.02.010 – volume: 41 start-page: 1069 issue: 7 year: 2004 ident: 10.1016/j.enggeo.2018.01.018_bb0050 article-title: Estimation of cracking and damage mechanisms in rock under triaxial compression by moment tensor analysis of acoustic emission publication-title: Int. J. Rock Mech. Min. Sci. doi: 10.1016/j.ijrmms.2004.04.006 – year: 2004 ident: 10.1016/j.enggeo.2018.01.018_bb0130 – volume: 36 start-page: 2323 issue: 8 year: 2015 ident: 10.1016/j.enggeo.2018.01.018_bb0215 article-title: Discussion on approaches to identifying cracking initiation stress of rocks under compression condition: a case study of Tianhu granodiorite in Xinjiang autonomous region publication-title: Rock Soil Mech. – volume: 226 start-page: 208 year: 2017 ident: 10.1016/j.enggeo.2018.01.018_bb0310 article-title: Thermal alterations in the poro-mechanical characteristic of an Indian sandstone-a comparative study publication-title: Eng. Geol. doi: 10.1016/j.enggeo.2017.06.010 – year: 2007 ident: 10.1016/j.enggeo.2018.01.018_bb0185 – volume: 217 start-page: 35 year: 2017 ident: 10.1016/j.enggeo.2018.01.018_bb0395 article-title: An experimental investigation on strength, deformation and crack evolution behavior of sandstone containing two oval flaws under uniaxial compression publication-title: Eng. Geol. doi: 10.1016/j.enggeo.2016.12.004 – year: 2004 ident: 10.1016/j.enggeo.2018.01.018_bb0135 – volume: 40 start-page: 8 issue: 1 year: 2012 ident: 10.1016/j.enggeo.2018.01.018_bb0365 article-title: Brittle failure analysis of mixed gneiss in uniaxial compression test publication-title: Geotechn. Invest. Survey. – volume: 225 start-page: 96 year: 2017 ident: 10.1016/j.enggeo.2018.01.018_bb0370 article-title: Digital features of main constituents in granite during crack initiation and propagation publication-title: Eng. Geol. doi: 10.1016/j.enggeo.2017.03.003 – year: 2006 ident: 10.1016/j.enggeo.2018.01.018_bb0180 – volume: 48 start-page: 2473 issue: 6 year: 2015 ident: 10.1016/j.enggeo.2018.01.018_bb0430 article-title: Objective determination of crack initiation stress of brittle rocks under compression using AE measurement publication-title: Rock Mech. Rock. Eng. doi: 10.1007/s00603-014-0703-9 – volume: 41 start-page: 369 issue: z2 year: 2016 ident: 10.1016/j.enggeo.2018.01.018_bb0230 article-title: Experimental study the impact of loading deformation characteristics and mineral composition on shale rock brittleness publication-title: J. China Coal Soc. – volume: 49 start-page: 785 issue: 3 year: 2016 ident: 10.1016/j.enggeo.2018.01.018_bb0255 article-title: Detection of cracking levels in brittle rocks by parametric analysis of the acoustic emission signals publication-title: Rock Mech. Rock. Eng. doi: 10.1007/s00603-015-0775-1 – volume: 48 start-page: 161 issue: 1 year: 2011 ident: 10.1016/j.enggeo.2018.01.018_bb0225 article-title: Effect of strain rate on the mechanical properties of salt rock publication-title: Int. J. Rock Mech. Min. Sci. doi: 10.1016/j.ijrmms.2010.06.012 – volume: 10 start-page: 144 issue: 6 year: 2017 ident: 10.1016/j.enggeo.2018.01.018_bb0375 article-title: Effect of bedding planes on wave velocity and AE characteristics of the Longmaxi shale in China publication-title: Arab. J. Geosci. doi: 10.1007/s12517-017-2943-y – volume: 47 start-page: 1183 issue: 4 year: 2014 ident: 10.1016/j.enggeo.2018.01.018_bb0380 article-title: A study on crack damage stress thresholds of different rock types based on uniaxial compression tests publication-title: Rock Mech. Rock. Eng. doi: 10.1007/s00603-013-0479-3 – volume: 34 start-page: 2862 year: 2015 ident: 10.1016/j.enggeo.2018.01.018_bb0420 article-title: Acoustic emission and fractal characteristics of marble during unloading failure process publication-title: Chin. J. Rock Mech. Eng. – year: 2004 ident: 10.1016/j.enggeo.2018.01.018_bb0120 – year: 2004 ident: 10.1016/j.enggeo.2018.01.018_bb0125 – volume: 48 start-page: 741 issue: 5 year: 2011 ident: 10.1016/j.enggeo.2018.01.018_bb0360 article-title: Influences of chemical degradation on mechanical behaviour of a limestone publication-title: Int. J. Rock Mech. Min. Sci. doi: 10.1016/j.ijrmms.2011.04.015 – year: 2004 ident: 10.1016/j.enggeo.2018.01.018_bb0115 – volume: 29 start-page: 1999 issue: 10 year: 2010 ident: 10.1016/j.enggeo.2018.01.018_bb0410 article-title: Study of mechanical behavior of deep-buried marble at jinping II hydropower station publication-title: Chin. J. Rock Mech. Eng. – year: 2014 ident: 10.1016/j.enggeo.2018.01.018_bb0335 – volume: 64 start-page: 258 year: 2013 ident: 10.1016/j.enggeo.2018.01.018_bb0425 article-title: Damage stress and acoustic emission characteristics of the Beishan granite publication-title: Int. J. Rock Mech. Min. Sci. doi: 10.1016/j.ijrmms.2013.09.003 – year: 2005 ident: 10.1016/j.enggeo.2018.01.018_bb0140 – year: 2006 ident: 10.1016/j.enggeo.2018.01.018_bb0170 – volume: 10 start-page: 525 issue: 4 year: 1974 ident: 10.1016/j.enggeo.2018.01.018_bb0205 article-title: Brittle fracture in compression publication-title: Int. J. Fract. doi: 10.1007/BF00155255 – volume: 5 start-page: 157 issue: 3 year: 2015 ident: 10.1016/j.enggeo.2018.01.018_bb0275 article-title: Prediction of experimental rainfall-eroded soil area based on S-shaped growth curve model framework publication-title: Appl. Sci. doi: 10.3390/app5030157 – volume: 43 start-page: 167 issue: 2 year: 2010 ident: 10.1016/j.enggeo.2018.01.018_bb0035 article-title: Practical estimates of tensile strength and Hoek–Brown strength parameter mi of brittle rocks publication-title: Rock Mech. Rock. Eng. doi: 10.1007/s00603-009-0053-1 – year: 2005 ident: 10.1016/j.enggeo.2018.01.018_bb0145 – year: 2006 ident: 10.1016/j.enggeo.2018.01.018_bb0175 – volume: 44 start-page: 1082 issue: 9 year: 2007 ident: 10.1016/j.enggeo.2018.01.018_bb0065 article-title: The 2003 Canadian geotechnical colloquium: mechanistic interpretation and practical application of damage and spalling prediction criteria for deep tunnelling publication-title: Can. Geotech. J. doi: 10.1139/T07-033 – volume: 61 start-page: 379 issue: 4 year: 2002 ident: 10.1016/j.enggeo.2018.01.018_bb0210 article-title: Acoustic emission in host-rock material for radioactive waste disposal: comparison between clay and rock salt publication-title: Bull. Eng. Geol. Environ. doi: 10.1007/s10064-002-0160-7 – volume: 158 start-page: 116 year: 2016 ident: 10.1016/j.enggeo.2018.01.018_bb0015 article-title: Damage and fracture algorithm using the screened Poisson equation and local remeshing publication-title: Eng. Fract. Mech. doi: 10.1016/j.engfracmech.2015.10.042 – year: 2004 ident: 10.1016/j.enggeo.2018.01.018_bb0110 – volume: 196 start-page: 2777 year: 2007 ident: 10.1016/j.enggeo.2018.01.018_bb5000 article-title: A three-dimensional large deformation meshfree method for arbitrary evolving cracks publication-title: Comput. Methods Appl. Mech. Eng. doi: 10.1016/j.cma.2006.06.020 – volume: 71 start-page: 3939 issue: 16 year: 1966 ident: 10.1016/j.enggeo.2018.01.018_bb0030 article-title: Dilatancy in the fracture of crystalline rocks publication-title: J. Geophys. Res. doi: 10.1029/JZ071i016p03939 – volume: 46 start-page: 41 issue: 1 year: 2013 ident: 10.1016/j.enggeo.2018.01.018_bb0085 article-title: Comparison between stress and strain quantities of the failure–deformation process of fennoscandian hard rocks using geological information publication-title: Rock Mech. Rock. Eng. doi: 10.1007/s00603-012-0242-1 – start-page: 1 year: 2017 ident: 10.1016/j.enggeo.2018.01.018_bb0315 article-title: Effects of thermal treatment on physico-morphological properties of Indian fine-grained sandstone publication-title: Bull. Eng. Geol. Environ. – volume: 48 start-page: 495 issue: 2 year: 2015 ident: 10.1016/j.enggeo.2018.01.018_bb0190 article-title: A comparative evaluation of stress-strain and acoustic emission methods for quantitative damage assessments of brittle rock publication-title: Rock Mech. Rock. Eng. doi: 10.1007/s00603-014-0590-0 – volume: 154 start-page: 64 year: 2013 ident: 10.1016/j.enggeo.2018.01.018_bb0270 article-title: Crack initiation stress in low porosity crystalline and sedimentary rocks publication-title: Eng. Geol. doi: 10.1016/j.enggeo.2012.12.007 – volume: 14 start-page: 377 issue: 3 year: 1999 ident: 10.1016/j.enggeo.2018.01.018_bb0025 article-title: Recent experiments in hard rocks to study the excavation response: implications for the performance of a nuclear waste geological repository publication-title: Tunn. Undergr. Sp. Tech. doi: 10.1016/S0886-7798(99)00053-X – volume: 31 start-page: 245 issue: 1 year: 2012 ident: 10.1016/j.enggeo.2018.01.018_bb0105 article-title: Experimental investigations on static loading rate effects on mechanical properties and energy mechanism of coarse crystal grain marble under uniaxial compression publication-title: Chin. J. Rock Mech. Eng. – volume: 45 start-page: 607 issue: 4 year: 2012 ident: 10.1016/j.enggeo.2018.01.018_bb0265 article-title: Evaluation of methods for determining crack initiation in compression tests on low-porosity rocks publication-title: Rock Mech. Rock. Eng. doi: 10.1007/s00603-012-0221-6 – year: 2006 ident: 10.1016/j.enggeo.2018.01.018_bb0155 – year: 2012 ident: 10.1016/j.enggeo.2018.01.018_bb0330 – volume: 50 start-page: 205 issue: 1 year: 2017 ident: 10.1016/j.enggeo.2018.01.018_bb0305 article-title: Effect of varied durations of thermal treatment on the tensile strength of red sandstone publication-title: Rock Mech. Rock. Eng. doi: 10.1007/s00603-016-1047-4 – volume: 189 start-page: 48 year: 2015 ident: 10.1016/j.enggeo.2018.01.018_bb0285 article-title: A model for characterizing crack closure effect of rocks publication-title: Eng. Geol. doi: 10.1016/j.enggeo.2015.02.004 – year: 2008 ident: 10.1016/j.enggeo.2018.01.018_bb0095 – volume: 38 start-page: 253 issue: 1 year: 2017 ident: 10.1016/j.enggeo.2018.01.018_bb0100 article-title: Numerical simulation research on characteristic strength of marble based on development of microcrack publication-title: Rock Soil Mech. |
| SSID | ssj0013007 |
| Score | 2.487613 |
| Snippet | The accurate determination of crack initiation stress (CI) is significant for understanding rock deformation and failure. In this paper, a new concept is... |
| SourceID | crossref elsevier |
| SourceType | Enrichment Source Index Database Publisher |
| StartPage | 81 |
| SubjectTerms | Crack damage stress Crack initiation stress Lateral strain Relative compression strain response Triaxial compression Uniaxial compression |
| Title | Evaluation of methods for determining crack initiation stress under compression |
| URI | https://dx.doi.org/10.1016/j.enggeo.2018.01.018 |
| Volume | 235 |
| WOSCitedRecordID | wos000427670000007&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/eLvHCXMwtV3fa9swEBZbu4ftYewn69YNPewtqNiSbVmPZWS0Y3SDZSN7MrJ0DmmLUtJk658_WSfHDhn7BYNggpEco_v8-XK6746Q11ZkFjKdslRLwzJRFExnNmeiVrYuDOdNKFb95b08OyunU_UxBnOuQzsB6Vx5c6Ou_qup_Tlv7FY6-xfm3lzUn_DfvdH90ZvdH__I8ONN_W7cO287RIeiCyMbU1-CznapzcVo3qYO4dgoGmk1ZcuQaI4Jsm4rdN8XLxzNYDsgj_Q10Ys-FoA0crJuG4fN-tA3ikHcd5j30Xwc-lW7i7UbBiLSoMxLerrbVcgg46aCSYVVao8ASbaUnBUKNZsdC3ORD3gU27jENzIm8O5wPYYdzo_AzWZBx5mWoQJr5PPtKtqfQgFVfx-pFG1z4vw22ecyV54I949Px9N3_dZTghr77sY7vWVICtz9rZ_7MwMfZfKA3I9_LugxguIhuQXuEbk3sNpj8qGHB100NMKDenjQATxogAft4UERHjTAgw7g8YR8fjuevDlhsakG04KrFcu0THTRbpaCtLo03r81ihswUkoNYFKu87q0Egw3eWK5BNXkmWkyyOtEmVI8JXtu4eAZoVDnoLwta0iaLBG6zIQGbq13abW_qjkgoluaysSK823jk8uqSy08r3BBq3ZBqyT1n_KAsM2sK6y48pvxslv1KnqN6A1WHii_nPn8n2e-IHf7J-CQ7K2Wa3hJ7phvq_n18lVE1A_1LZaN |
| 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=Evaluation+of+methods+for+determining+crack+initiation+stress+under+compression&rft.jtitle=Engineering+geology&rft.au=Wen%2C+Tao&rft.au=Tang%2C+Huiming&rft.au=Ma%2C+Junwei&rft.au=Wang%2C+Yankun&rft.date=2018-03-09&rft.pub=Elsevier+B.V&rft.issn=0013-7952&rft.eissn=1872-6917&rft.volume=235&rft.spage=81&rft.epage=97&rft_id=info:doi/10.1016%2Fj.enggeo.2018.01.018&rft.externalDocID=S0013795217314515 |
| 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 |