|
|
|
| End friction effect of Mogi type of true-triaxial test apparatus |
| FAN Pengxian,LI Ying,ZHAO Yuetang,DONG Lu,MA Linjian |
(State Key Laboratory of Disaster Prevention and Mitigation of Explosion and Impact,Army University of Engineering,
Nanjing,Jiangsu 210007,China)
|
|
|
|
|
Abstract Due to the rigid platens used in Mogi type of true-triaxial test apparatus,the friction between the loading platens and samples enhances the measured strength of material. In order to quantitatively estimate the end effect,the biaxial compression tests on the red sand stone samples were conducted under different interface frictions and intermediate stress conditions. The measured strengths of samples under different interface frictions differ significantly. When the friction coefficients of interface increase from 0.12 to 0.28,the maximum stresses of samples under the same intermediate stress increase 5.5% to 43%. Several yielding criteria were used to estimate the end effect and the strain energy criterion was adopted for further analysis. An expression for end effect was established and the intermediate stress effect curves considering end effect were drawn in coordinate. The influence of end friction on the curve?s shape was revealed to agree well with test results.
|
|
|
|
|
|
[1] LI X,SHI L,BAI B,et al. True-triaxial testing techniques for rocks—state of the art and future perspectives[M]. London:CRC Press,2012:3–18.
[2] HAIMSON B. True triaxial stresses and the brittle fracture of rock[J]. Pure and Applied Geophysics,2006,163(5):1 101–1 130.
[3] SHI L,LI X,BING B,et al. A Mogi-Type true triaxial testing apparatus for rocks with two moveable frames in horizontal layout for providing orthogonal loads[J]. Geotechnical Testing Journal,2017,40(4):542–558.
[4] 俞茂宏. 线性和非线性的统一强度理论[J]. 岩石力学与工程学报,2007,26(4):662–669.(YU Maohong. Linear and nonlinear unified strength theory[J]. Chinese Journal of Rock Mechanics and Engineering,2007,26(4):662–669.(in Chinese))
[5] MOGI K. Fracture and flow of rocks under high triaxial compression[J]. Journal of Geophysical Research Atmospheres,1971,76(5):1 255–1 269.
[6] 尤明庆,苏承东. 大理岩试样的长度对单轴压缩试验的影响[J]. 岩石力学与工程学报,2004,23(22):2 754–2 760.(YOU Mingqing,SU Chengdong. Effect of length of fine and coarse crystal marble specimens on uniaxial compression tests[J]. Chinese Journal of Rock Mechanics and Engineering,2004,23(22):2 754–2 760.(in Chinese))
[7] 石 露,李小春. 真三轴试验中的端部摩擦效应分析[J]. 岩土力学,2009,30(4):1 159–1 164.(SHI Lu,LI Xiaochun. Analysis of end friction effect in true triaxial test[J]. Rock and Soil Mechanics,2009,30(4):1 159–1 164.(in Chinese))
[8] XU Y H,CAI M,ZHANG X W,et al. Influence of end effect on rock strength in true triaxial compression test[J]. Canadian Geotechnical Journal,2017,54(6):862–880.
[9] 尤明庆. 端部效应对岩石真三轴压缩强度的影响[J]. 岩石力学与工程学报,2016,35(增1):2 603–2 607.(YOU Mingqing. End effects on strengths of rocks under true triaxial compression[J]. Chinese Journal of Rock Mechanics and Engineering,2016,35(Supp.1):2 603–2 607.(in Chinese))
[10] YU M H. Unified strength theory and its applications[M]. Berlin:Springer,2004:29–61.
[11] STACEY T R. Contribution to the mechanics of core disking[J]. Journal of the South African Institute of Mining and Metallurgy,1982,82(9):269–275.
[12] 黄书岭,冯夏庭,张传庆. 脆性岩石广义多轴应变能强度准则及试验验证[J]. 岩石力学与工程学报,2008,27(1):124–134.(HUANG Shuling,FENG Xiating,ZHANG Chuanqing. A new generalized polyaxial strain energy strength criterion of brittle rock and polyaxial test validation[J]. Chinese Journal of Rock Mechanics and Engineering,2008,27(1):124–134.(in Chinese))
[13] XIE H,LI L,PENG R,et al. Energy analysis and criteria for structural failure of rocks[J]. Journal of Rock Mechanics and Geotechnical Engineering,2009,1(1):11–20.
[14] HAIMSON B,RUDNICKI J W. The effect of the intermediate principal stress on fault formation and fault angle in siltstone[J]. Journal of Structural Geology,2010,32(11):1 701–1 711.
[15] HAIMSON B. Consistent trends in the true triaxial strength and deformability of cores extracted from ICDP deep scientific holes on three continents[J]. Tectonophysics,2011,503(1/2):45–51.
[16] 尤明庆. 统一强度理论应用于岩石的讨论[J]. 岩石力学与工程学报,2013,32(2):258–265.(YOU Mingqing. Discussion on unified strength theories for rocks[J]. Chinese Journal of Rock Mechanics and Engineering,2013,32(2):258–265.(in Chinese))
[17] YOU M Q. True-triaxial strength criteria for rock[J]. International Journal of Rock Mechanics and Mining Sciences,2009,46(1):115–127.
[18] COLMENARES L B,ZOBACK M D. A statistical evaluation of intact rock failure criteria constrained by polyaxial test data for five different rocks[J]. International Journal of Rock Mechanics and Mining Sciences,2002,39(6):695–729.
[19] MYUNG S,DUHEE P,JAEHO Y,et al. Experimental and numerical analyses of an opening in a jointed rock mass under biaxial compression[J]. International Journal of Rock Mechanics and Mining Science,2011,48(7):1 055–1 067.
[20] 李 昂,邵国建,雷 冬,等. 双轴压缩状态下大理岩破坏特性的试验研究[J]. 水力学报,2012,43(增1):131–135.(LI Ang,SHAO Guojian,LEI Dong,et al. Study on damage characteristics of marble under biaxial compression[J]. Journal of Hydraulic Engineering,2012,43(Supp.1):131–135.(in Chinese))
[21] MOGI K. Experimental rock mechanics[M]. London:Taylor and Francis/Balkema,2007:66–74.
[22] CAI M. Influence of intermediate principal stress on rock fracturing and strength near excavation boundaries—insight from numerical modeling[J]. International Journal of Rock Mechanics and Mining Sciences,2008,45:763–772.
[23] 何浩宇,石 露,李小春,等. 基于新型茂木式试验机的真三轴试验及加载边界效应研究[J]. 岩石力学与工程学报,2015,34(增1):2 837–2 844.(HE Haoyu,SHI Lu,LI Xiaochun,et al. True triaxial tests with new mogi-type true triaxialtest apparatus and its loading boundary effect[J]. Chinese Journal of Rock Mechanics and Engineering,2015,34(Supp.1):2 837–2 844.(in Chinese)) |
|
|
|