[1] |
FU Long-long, ZHOU Shun-hua, TIAN Zhi-yao, TIAN Zhe-kan, .
Force chain evolution in granular materials during biaxial compression
[J]. Rock and Soil Mechanics, 2019, 40(6): 2427-2434.
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[2] |
WANG Jie, GONG Jing-wei, ZHAO Ze-yin.
Position, direction of strain localization of rock-like specimens under uniaxial compression and its application to early-warning
[J]. Rock and Soil Mechanics, 2018, 39(S2): 186-194.
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[3] |
CHEN Dun, MA Wei, WANG Da-yan, MU Yan-hu, LEI Le-le,WANG Yong-tao, ZHOU Zhi-wei, CAI Cong, .
Experimental study of deformation characteristics of frozen clay under directional shear stress path
[J]. , 2018, 39(7): 2483-2490.
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[4] |
ZHU Shun-ran, XU Chao, DING Jin-hua,.
Laminated shear test of geotextile-sand interface
[J]. , 2018, 39(5): 1775-1780.
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[5] |
WANG Xue-bin, ZHANG Nan, PAN Yi-shan, ZHANG Bo-wen, DU Ya-zhi,.
Experimental studies of damages and shear band interactions for clay specimens in uniaxial compression
[J]. , 2018, 39(4): 1168-1175.
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[6] |
Lü Qian, ZHANG Yun, LI Zhao-hua, TAO Zhi-gang, HE Man-chao, .
Quasi-static-dynamic transformation numerical analysis of rock landslide based on the second-order work criterion
[J]. , 2018, 39(3): 1091-1099.
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[7] |
ZHU Ze-qi, SHENG Qian, CHENG Hong-zhan, LI Jian-he, BIAN Xiao-man.
3D stochastic model and numerical simulation of soil-rock mixture based on direct method
[J]. , 2017, 38(4): 1188-1194.
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[8] |
ZHUANG Li, GONG Quan-mei,.
Shear band characteristics of Toyoura sand in plane strain compression with decreasing confining pressure
[J]. , 2016, 37(S1): 201-208.
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[9] |
GAO Jun-cheng , GUO Ying , JIA Jin-qing , TU Bing-xiong,.
Progressive failure behavior of saturated fine sand based on digital image measuring system
[J]. , 2016, 37(5): 1343-1350.
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[10] |
GU Lu ,WANG Xue0-bin ,DU Ya-zhi ,FENG Wei-wu,.
Experimental studies of rotation angles of principal strain axes for wet sandy soil specimens under uniaxial compression
[J]. , 2016, 37(4): 1013-1022.
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[11] |
LI Bo,HUANG Mao-song,.
Discrete element simulation for torsional shear test by hollow cylinder apparatus
[J]. , 2016, 37(4): 1161-1170.
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[12] |
SHAO Sheng-jun , CHEN Fei , DAI Ya-Feng , LU Yuan , .
Shear band mechanism and strength characteristics of structural loess
tested by true triaxial apparatus
[J]. , 2015, 36(S1): 66-70.
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[13] |
WANG Xue-bin , DU Ya-zhi , PAN Yi-shan , GU Lu,.
Measurement of shear bands of sand specimens with different water contents under constant strain rate based on digital image correlation method
[J]. , 2015, 36(3): 625-632.
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[14] |
ZHOU Bo , HUANG Run-qiu , WANG Hua-bin , WANG Jian-feng,.
Study of evolution of sand crushability based on discrete elements method
[J]. , 2014, 35(9): 2709-2716.
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[15] |
YU Cun , CHU Xi-hua , TANG Hong-xiang , XU Yuan-jie .
Study of effect of particle breakage based on Cosserat continuum
[J]. , 2013, 34(S1): 67-72.
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