[1] LAJAI E Z. Shear strength of weakness planes in rock[J]. International Journal of Rock Mechanics and Mining Sciences,1969,6(7):499–515.
[2] LAJAI E Z. Strength of discontinuous rocks in direct shear[J]. Geotechnique,1969,19(2):218–233 .
[3] 朱维申,梁作元,冯光北,等. 节理岩体强度特性的物理模拟及其强度预测分析[C]// 计算机方法在岩石力学及工程中的应用国际学术讨论文集. 武汉:武汉测绘科技大学出版社,1994:486–493.(ZHU Weishen,LIANG Zuoyuan,FENG Guangbei,et al. Physics simulation and strength analysis and forecast for properties of joints rock mass[C]// Proceedings of International Symposium on Application for Computer Methods in Rock Mechanics and Engineering. Wuhan:Technical University of Surveying and Mapping Press,1994:486–493.(in Chinese))
[4] 白世伟,任伟中,丰定祥,等. 共面闭合非贯通岩体强度特性直剪试验研究[J]. 岩土力学,1999,20(2):10–16.(BAI Shiwei,REN Weizhong,FENG Dingxiang,et al. Research on the strength behaviour of rock containing coplanar close intermittent joints by direct shear test[J]. Rock and Soil Mechanics,1999,20(2):10–16.(in Chinese))
[5] SAVILAHTI T,NORDLUND E,STEPHANSSON O. Shear box testing and modelling of joint bridges[C]// Proceedings of the International Symposium on Rock Joints. Norway:[s. n.]. 1990:295–300.
[6] GEHLE C,KUTTER H K. Breakage and shear behaviour of intermittent rock joints[J]. International Journal of Rock Mechanics and Mining Sciences,2003,40(5):687–700.
[7] JIANG M J,YU H S,HAMIS D. A novel discrete model for granular material incorporating rolling resistance[J]. Computers and Geotechnics,2005,32(5):340–357.
[8] JIANG M J,YU H S,HARRIS D. Bond rolling resistance and its effect on yielding of bonded granulates by DEM analyses[J]. International Journal for Numerical and Analytical Methods in Geomechanics,2006,30(8):723–761
[9] 蒋明镜,陈 贺,刘 芳. 岩石微观胶结模型及离散元数值仿真方法初探[J]. 岩石力学与工程学报,2013,32(1):15–23.(JIANG Mingjing,CHEN He,LIU Fang. A microscopic bond model for rock and preliminary study of numerical simulation method by distinct element method[J]. Chinese Journal of Rock Mechanics and Engineering,2013,32(1):15–23.(in Chinese))
[10] 蒋明镜,白闰平,刘静德,等. 岩石微观颗粒接触特性的试验研究[J]. 岩石力学与工程学报,2013,32(6):1 121–1 128.(JIANG Mingjing,BAI Runping,LIU Jingde,et al. Experimental study of inter-granular particles bonding behaviors for rock microstructure[J]. Chinese Journal of Rock Mechanics and Engineering,2013,32(6):1 121–1 128.(in Chinese))
[11] 李 贺,尹光志,许 江,等. 岩石断裂力学[M]. 重庆:重庆大学出版社,1988:2–6.(LI He,YIN Guangzhi,XU Jiang,et al. Rock fracture mechanics[M]. Chongqing:Chongqing University Press,1988:2–6.(in Chinese))
[12] JIANG M J,SUN Y G,LI L Q,et al. Contact behavior of idealized granules bonded in different interparticle distances:An experimental investigation[J]. Mechanics and Materials,2012,55(14):1–15.
[13] JIANG M J,SUN Y G,XIAO Y. An experimental investigation on the contact behavior between cemented granules[J]. Geotechnical and Testing Journal,2012,35(5):678–690
[14] 蒋明镜,孙渝刚,李立青. 胶结颗粒接触力学特性测试装置研制[J]. 岩土力学,2011,32(1):309–315.(JIANG Mingjing,SUN Yugang,LI Liqing. Development of experimental apparatus for contact behavior of bonded granules[J]. Rock and Soil Mechanics,2011,32(1):309–315.(in Chinese))
[15] 蒋明镜,孙渝刚,李立青. 复杂应力下两种胶结颗粒微观力学模型的试验研究[J]. 岩土工程学报,2011,33(3):354–360.(JIANG
Mingjing,SUN Yugang,LI Liqing. Experimental study on micromechanical model for two different bonded granules under complex stress conditions[J]. Chinese Journal of Geotechnical Engineering,2011,33(3):354–360.(in Chinese))
[16] 陈 贺. 岩石宏微观力学特性及高陡岩质边坡的离散元数值模拟[硕士学位论文][D]. 上海:同济大学,2013.(CHEN He. Macro- and micro-mechanical behaviors of rock and simulation of high-steep rock slope by distinct element method[M. S. Thesis][D]. Shanghai:Tongji University,2013.(in Chinese))
[17] 蒋明镜,陈 贺. 含双裂隙岩石裂纹演化机制的离散元数值分析[J]. 岩土力学,2014 (待刊)(JIANG Mingjing,CHEN He. Distinct element analysis of crack evolution in rocks containing pre-existing double flaws[J]. Rock and Soil Mechanics,2014(to be pressed)).
[18] GEHLE C. Bruch-und scherverhalten von gesteinstrnnflachen mit dazwischenliegenden materialbruchen[M. S. Thesis]. Bochum,Germany:University of Bochum,2002.
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