[1] |
CHEN Yong-qing, WEN Chang-ping, FANG Xuan-qiang, .
Modified Yin’s double-yield-surface model for bioenzyme-treated expansive soil
[J]. Rock and Soil Mechanics, 2019, 40(9): 3515-3523.
|
[2] |
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.
|
[3] |
LIU Yang, LI Shuang.
Numerical simulation and analysis of meso-mechanical structure characteristic at critical state for granular media
[J]. , 2018, 39(6): 2237-248.
|
[4] |
ZHOU Hui, HUANG Lei , JIANG Yue, LU Jing-jing, ZHANG Chuan-qing, HU Da-wei, LI Zhen, .
Critical problems and research progress on the development of rock hollow cylinder torsional shear apparatus
[J]. Rock and Soil Mechanics, 2018, 39(12): 4295-4304.
|
[5] |
XUE Long, WANG Rui, ZHANG Jian-min, .
DEM numerical test method for granular matter under complex 3D loading
[J]. Rock and Soil Mechanics, 2018, 39(12): 4681-4690.
|
[6] |
YOU Zhi-jia, FU Hou-li, YOU Chun-an, ZHANG Jun, SHAO Hui, BI Dong-bin, SHI Jian,.
Stress transfer mechanism of soil anchor body
[J]. , 2018, 39(1): 85-92.
|
[7] |
WANG Yin, AI Jun, YANG Qing,.
A CFD-DEM coupled method incorporating soil inter-particle rolling resistance
[J]. , 2017, 38(6): 1771-1780.
|
[8] |
ZHANG Yu-ting, DING Xiu-li, WU Ai-qing, LU Bo.
Deformation characteristics of natural structural planes with certain thickness under normal cyclic loading condition
[J]. , 2017, 38(10): 2865-2872.
|
[9] |
BI Dong-bin, YOU Zhi-jia, LIU Qun, WANG Cheng-cheng, SHI Jian.
Soil anchor solid composite interface element form and mechanical effects
[J]. , 2017, 38(1): 277-283.
|
[10] |
FENG Jun, ZHANG Jun-yun, ZHU Ming, JIANG Nan,.
Characteristic study of horizontal bearing capacity and pile group effect coefficient of laterally loaded high pile group foundation for bridge in soft soil
[J]. , 2016, 37(S2): 94-104.
|
[11] |
GUO Xing-wen, ZHAO Qian, GU Shui-tao, CAI Xin, .
Creep property of granular materials based on viscoelastic interface between micro structural granular
[J]. , 2016, 37(S2): 105-112.
|
[12] |
ZHANG Duo , LIU Yang , WU Shun-chuan , .
Simulation of strength characteristics of granular materials in true triaxial test for different stress paths and its mesoscopic mechanism analysis
[J]. , 2016, 37(S1): 509-520.
|
[13] |
BAO Han, WU Fa-quan, XI Peng-cheng,.
Analysis of characteristics and influencing factors of elastic modulus of jointed rock mass based on statistical constitutive relation
[J]. , 2016, 37(9): 2505-2512.
|
[14] |
YI Ying, ZHOU Wei, MA Gang, YANG Li-fu, CHANG Xiao-lin, .
Study of rheological behaviors of granular materials based on exact scaling laws
[J]. , 2016, 37(6): 1799-1808.
|
[15] |
KONG Ling-ming, YAO Yang-ping.
Thermo-visco-elastoplastic constitutive relation for overconsolidated clay
[J]. , 2015, 36(S1): 1-8.
|