[1] |
CUI Xuan, DONG Wei-xin, ZHOU Han-min, SUN Shu-wei,.
Secondary development of a constitutive model in ABAQUS for tailings sand using generalized plasticity theory
[J]. , 2018, 39(2): 745-752.
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[2] |
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.
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[3] |
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.
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[4] |
AN Peng, ZHANG Ai-jun, XING Yi-chuan, NI Wan-kui, ZHANG Bo,.
Analysis of soak infiltration and deformation characteristics for thick collapsible loess in Ili region
[J]. , 2017, 38(2): 557-564.
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[5] |
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.
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[6] |
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.
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[7] |
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.
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[8] |
NIU Ya-qiang , WANG Xu , ZHENG Jing , JIANG Dai-jun , LIU De-ren , JIANG Peng-cheng , .
Experimental research on anti-seepage effect of new embankment structure of lateral-constraint and seepage control
[J]. , 2015, 36(S2): 252-258.
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[9] |
HUANG Xue-feng , YANG Xiao-hui , YIN He , LIU Zi-long , ZHOU Jun-peng,.
Study of relationship between maximum collapsing depth and neutral point position of pile foundation in collapsible loess ground
[J]. , 2015, 36(S2): 296-302.
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[10] |
KONG Ling-ming, YAO Yang-ping.
Thermo-visco-elastoplastic constitutive relation for overconsolidated clay
[J]. , 2015, 36(S1): 1-8.
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[11] |
SU Hui, YANG Shi-fei, GU Guo-rong.
Analysis of an elastoplastic constitutive model of soil based on pressure meter test
[J]. , 2015, 36(S1): 131-136.
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[12] |
WANG Zhan-jun ,CHEN Sheng-shui ,FU Zhong-zhi,.
Dilatancy behaviors and generalized plasticity constitutive
model of rockfill materials
[J]. , 2015, 36(7): 1931-1938.
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[13] |
MEI Yuan , HU Chang-ming , WEI Yi-feng , ZHANG Wen-cui , YUAN Yi-li , Wang Xue-yan , .
A centrifugal test study of the deformation of high backfill foundation in deep ravine of Q2 and Q3 loess
[J]. , 2015, 36(12): 3473-3481.
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[14] |
WANG Duan-duan, ZHOU Zhi-jun, Lü Yan-da, WEI Jin.
An experimental study of influence of drilling method on the
bearing capacity of pile foundation in collapsible loess area
[J]. , 2015, 36(10): 2927-2933.
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[15] |
LI Yuan ,LI Zhen ,QIAO Lan ,LI Miao,.
Realization of rock mass nonlinear strength characteristics in unified strength theory based on brittle-shear strength analysis
[J]. , 2014, 35(S1): 173-180.
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