Influence of partial separation between rock specimen and loading device on determination of Mode II fracture toughness by shear-box test
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OpenAlex topics: Rock Mechanics and Modeling · Drilling and Well Engineering · Geophysical Methods and Applications
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References (38)
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1. Aliha MRM, Ayatollahi MR, Kharazi B (2009) Mode II brittle fracture assessment using ASFPB specimen. Int J Fract 159:241–246. https://doi.org/10.1007/s10704-009-9402-z10.1007/s10704-009-9402-z ↗
2. Ayatollahi MR, Aliha M (2006) On determination of mode II fracture toughness using semi-circular bend specimen. Int J Solids Struct 43:5217–5227. https://doi.org/10.1016/j.ijsolstr.2005.07.04910.1016/j.ijsolstr.2005.07.049 ↗
3. Ayatollahi MR, Rashidi Moghaddam M, Berto F (2015) A generalized strain energy density criterion for mixed mode fracture analysis in brittle and quasi-brittle materials. Theor Appl Fract Mech 79:70–76. https://doi.org/10.1016/j.tafmec.2015.09.00410.1016/j.tafmec.2015.09.004 ↗
4. Backers T, Stephansson O (2015) ISRM Suggested Method for the Determination of Mode II Fracture Toughness. In: Ulusay R (ed) The ISRM Suggested Methods for Rock Characterization, Testing and Monitoring: 2007–2014. Springer International Publishing, Cham
5. Backers T, Stephansson O, Rybacki E (2002) Rock fracture toughness testing in mode II—punch-through shear test. Int J Rock Mech Min Sci 39:755–769. https://doi.org/10.1016/S1365-1609(02)00066-710.1016/S1365-1609(02)00066-7 ↗
6. Backers T, Dresen G, Rybacki E, Stephansson O (2004) New data on mode II fracture toughness of rock from the punchthrough shear test. Int J Rock Mech Min Sci 41:2–7. https://doi.org/10.1016/j.ijrmms.2004.03.01010.1016/j.ijrmms.2004.03.010 ↗
7. Bahrami B, Nejati M, Ayatollahi MR, Driesner T (2020) Theory and experiment on true mode II fracturing of rocks. Eng Fract Mech 240:107314. https://doi.org/10.1016/j.engfracmech.2020.10731410.1016/j.engfracmech.2020.107314 ↗
8. Bobet A (2000) The initiation of secondary cracks in compression. Eng Fract Mech 66:187–219. https://doi.org/10.1016/S0013-7944(00)00009-610.1016/S0013-7944(00)00009-6 ↗
9. Cao RH, Yao R, Hu T, Wang C, Li K, Meng J (2021) Failure and mechanical behavior of transversely isotropic rock under compression-shear tests: laboratory testing and numerical simulation. Eng Fract Mech 241:107389. https://doi.org/10.1016/j.engfracmech.2020.10738910.1016/j.engfracmech.2020.107389 ↗
10. Cao R, Wang C, Hu T, Yao R, Li T, Lin Q (2022) Experimental investigation of plane shear fracture characteristics of sandstone after cyclic freeze–thaw treatments. Theor Appl Fract Mech 118:103214. https://doi.org/10.1016/j.tafmec.2021.10321410.1016/j.tafmec.2021.103214 ↗
11. Chang S-H, Lee C-I, Jeon S (2002) Measurement of rock fracture toughness under modes I and II and mixed-mode conditions by using disc-type specimens. Eng Geol 66:79–97. https://doi.org/10.1016/S0013-7952(02)00033-910.1016/S0013-7952(02)00033-9 ↗
12. Chen M, Lu WB, Yan P, Hu YG (2016) Blasting excavation induced damage of surrounding rock masses in deep-buried tunnels. KSCE J Civ Eng 20:933–942. https://doi.org/10.1007/s12205-015-0480-310.1007/s12205-015-0480-3 ↗
13. Dai F, Xia K, Zheng H, Wang YX (2011) Determination of dynamic rock mode-I fracture parameters using cracked chevron notched semi-circular bend specimen. Eng Fract Mech 78:2633–2644. https://doi.org/10.1016/j.engfracmech.2011.06.02210.1016/j.engfracmech.2011.06.022 ↗
14. Fan Z, Xie H, Ren L, Zhang R, He R, Li C, Zhang Z, Wang J, Xie J (2022) Anisotropy in shear-sliding fracture behavior of layered shale under different normal stress conditions. J Cent South Univ 29:3678–3694. https://doi.org/10.1007/s11771-022-5156-910.1007/s11771-022-5156-9 ↗
15. Fathipour Azar H, Choupani N, Afshin H, Hamidzadeh Moghadam R (2015) Effect of mineral admixtures on the mixed-mode (I/II) fracture characterization of cement mortar: CTS, CSTBD and SCB specimens. Eng Fract Mech 134:20–34. https://doi.org/10.1016/j.engfracmech.2014.12.00810.1016/j.engfracmech.2014.12.008 ↗
16. Fujii Y, Ishijima Y (2004) Consideration of fracture growth from an inclined slit and inclined initial fracture at the surface of rock and mortar in compression. Int J Rock Mech Min Sci 41:1035–1041. https://doi.org/10.1016/j.ijrmms.2004.04.00110.1016/j.ijrmms.2004.04.001 ↗
17. Haeri H (2015) Simulating the crack propagation mechanism of pre-cracked concrete specimens under shear loading conditions. Strength Mater 47:618–632. https://doi.org/10.1007/s11223-015-9698-z10.1007/s11223-015-9698-z ↗
18. Huang D, Zhu T-T (2018) Experimental and numerical study on the strength and hybrid fracture of sandstone under tension-shear stress. Eng Fract Mech 200:387–400. https://doi.org/10.1016/j.engfracmech.2018.08.01210.1016/j.engfracmech.2018.08.012 ↗
19. Ingraffea AR, Heuze FE (1980) Finite element models for rock fracture mechanics. Int J Numer Anal Methods Geomech 4:25–43. https://doi.org/10.1002/nag.161004010310.1002/nag.1610040103 ↗
20. Ji W-W, Pan P-Z, Lin Q, Feng X-T, Du M-P (2016) Do disk-type specimens generate a mode II fracture without confinement? Int J Rock Mech Min Sci 87:48–54. https://doi.org/10.1016/j.ijrmms.2016.05.01010.1016/j.ijrmms.2016.05.010 ↗
21. Lajtai EZ (1974) Brittle fracture in compression. Int J Fract 10:525–536. https://doi.org/10.1007/BF0015525510.1007/BF00155255 ↗
22. Lin Q, Wang S, Pan P-Z, Ji W-W, Lu Y (2020) Fracture initiation under pure shear revisited: remarks on the mode II fracture in quasi-brittle materials. Theor Appl Fract Mech 109:102700. https://doi.org/10.1016/j.tafmec.2020.10270010.1016/j.tafmec.2020.102700 ↗
23. Liu H-Z, Lin J-S, He J-D, Xie H-Q (2018) Dominant mode of planar fractures and the role of material properties. Eng Fract Mech 195:57–79. https://doi.org/10.1016/j.engfracmech.2018.03.02410.1016/j.engfracmech.2018.03.024 ↗
24. Mirsayar MM (2015) Mixed mode fracture analysis using extended maximum tangential strain criterion. Mater des 86:941–947. https://doi.org/10.1016/j.matdes.2015.07.13510.1016/j.matdes.2015.07.135 ↗
25. Nejati M, Aminzadeh A, Saar MO, Driesner T (2019) Modified semi-circular bend test to determine the fracture toughness of anisotropic rocks. Eng Fract Mech 213:153–171. https://doi.org/10.1016/j.engfracmech.2019.03.00810.1016/j.engfracmech.2019.03.008 ↗
26. Petit J-P, Barquins M (1988) Can natural faults propagate under mode II conditions? Tectonics 7:1243–1256. https://doi.org/10.1029/TC007i006p0124310.1029/TC007i006p01243 ↗
27. Rao Q, Sun Z, Stephansson O, Li C, Stillborg B (2003) Shear fracture (Mode II) of brittle rock. Int J Rock Mech Min Sci 40:355–375. https://doi.org/10.1016/S1365-1609(03)00003-010.1016/S1365-1609(03)00003-0 ↗
28. Rashidi Moghaddam M, Ayatollahi MR, Berto F (2017) Mixed mode fracture analysis using generalized averaged strain energy density criterion for linear elastic materials. Int J Solids Struct 120:137–145. https://doi.org/10.1016/j.ijsolstr.2017.04.03510.1016/j.ijsolstr.2017.04.035 ↗
29. Reinhardt HW, Xu S (2000) A practical testing approach to determine mode II fracture energy GIIF for concrete. Int J Fract 105:107–125. https://doi.org/10.1023/A:100764900446510.1023/A:1007649004465 ↗
30. Sun S, Sun H, Wang Y, Wei J, Liu J, Kanungo DP (2014) Effect of the combination characteristics of rock structural plane on the stability of a rock-mass slope. Bull Eng Geol Environ 73:987–995. https://doi.org/10.1007/s10064-014-0593-910.1007/s10064-014-0593-9 ↗
31. Sun H, Belhaj H, Tao G, Vega S, Liu L (2019) Rock properties evaluation for carbonate reservoir characterization with multi-scale digital rock images. J Pet Sci Eng 175:654–664. https://doi.org/10.1016/j.petrol.2018.12.07510.1016/j.petrol.2018.12.075 ↗
32. Sun D, Rao Q, Wang S, Shen Q, Yi W (2021) Shear fracture (Mode II) toughness measurement of anisotropic rock. Theor Appl Fract Mech 115:103043. https://doi.org/10.1016/j.tafmec.2021.10304310.1016/j.tafmec.2021.103043 ↗
33. Vizini VO, Futai MM (2021) Mode II fracture toughness determination of rock and concrete via Modified Direct Shear Test. Eng Fract Mech 257:108007. https://doi.org/10.1016/j.engfracmech.2021.10800710.1016/j.engfracmech.2021.108007 ↗
34. Vizini VOS, Futai MM (2021b) Modified direct shear test for determining shear strength of rock and concrete. Geotech Test J 44:20200185. https://doi.org/10.1520/GTJ2020018510.1520/GTJ20200185 ↗
35. Wei M-D, Dai F, Xu N-W, Liu Y, Zhao T (2018) A novel chevron notched short rod bend method for measuring the mode I fracture toughness of rocks. Eng Fract Mech 190:1–15. https://doi.org/10.1016/j.engfracmech.2017.11.04110.1016/j.engfracmech.2017.11.041 ↗
36. Wong L, Einstein HH (2009) Systematic evaluation of cracking behavior in specimens containing single flaws under uniaxial compression. Int J Rock Mech Min Sci 46:239–249. https://doi.org/10.1016/j.ijrmms.2008.03.00610.1016/j.ijrmms.2008.03.006 ↗
37. Xu S, Reinhardt HW, Gappoev M (1996) Mode II fracture testing method for highly orthotropic materials like wood. Int J Fract 75:185–214. https://doi.org/10.1007/BF0003708210.1007/BF00037082 ↗
38. Zhang Z (2002) An empirical relation between mode I fracture toughness and the tensile strength of rock. Int J Rock Mech Min Sci 39:401–406. https://doi.org/10.1016/S1365-1609(02)00032-110.1016/S1365-1609(02)00032-1 ↗