[1] |
FANG Jin-jin, FENG Yi-xin, ZHAO Wei-long, WANG Li-ping, YU Yong-qiong, .
Nonlinear constitutive model for intact loess in true tri-axial tests
[J]. Rock and Soil Mechanics, 2019, 40(2): 517-528.
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[2] |
LI Lin, LI Jing-pei, SUN De-an, GONG Wei-bing , .
Nonlinear load-settlement analysis of pile groups
considering pile installation effects
[J]. Rock and Soil Mechanics, 2019, 40(2): 668-677.
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[3] |
LI Hai-li, ZHANG Chen-rong, LU Kai,.
Nonlinear analysis of response of buried pipelines induced by tunneling
[J]. , 2018, 39(S1): 289-296.
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[4] |
LIN Qing-hui, YAN Jia-jia, DONG Mei, ZHU Jian-feng,.
Influence of principal stress direction and intermediate principal stress parameter on the small strain stiffness of reconstituted loess
[J]. , 2018, 39(4): 1369-1376.
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[5] |
ZHU Jiao, XU Han-gang, CHEN Guo-xing, .
Comparison of 1D equivalent-linear and nonlinear seismic site responses for quaternary deep sediment layers in Suzhou region
[J]. , 2018, 39(4): 1479-1490.
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[6] |
JIANG Jing-shan, CHENG Zhan-lin, ZUO Yong-zhen, DING Hong-shun,.
Experimental investigation on strength characteristic of coarse-grained materials in three-dimensional stress state
[J]. , 2018, 39(10): 3581-3588.
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[7] |
ZOU De-gao, LIU Suo, CHEN Kai, KONG Xian-jing, YU Xiang,.
Static and dynamic analysis of seismic response nonlinearity for geotechnical engineering using quadtree mesh and polygon scaled boundary finite element method
[J]. , 2017, 38(S2): 33-40.
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[8] |
FANG Jin-jin, FENG Yi-xin, SHAO Sheng-jun,.
Soil-water characteristics of intact Q3 loess under true triaxial condition
[J]. , 2017, 38(9): 2597-2604.
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[9] |
FANG Jin-jin, SHAO Sheng-jun, FENG Yi-xin,.
Suction changes of intact Q3 loess based on true triaxial tests
[J]. , 2017, 38(4): 934-942.
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[10] |
CHU Zhao-fei, LIU Bao-guo, LIU Kai-yun, SUN Jing-lai.
Analytical viscoelastic solutions for lined circular tunnels under two contact conditions in a non-hydrostatic stress field
[J]. , 2017, 38(11): 3215-3224.
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[11] |
SONG Xin-jiang , XU Hai-bo, ZHOU Wen-yuan, WANG Wei,.
True triaxial test on stress-strain characteristics of cement-soil
[J]. , 2016, 37(9): 2489-2495.
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[12] |
Lü Cai-zhong,SUN Ya-li.
A generalized SMP criterion for the optimal support of soft rock tunnel and its comparative analysis
[J]. , 2016, 37(7): 1956-1962.
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[13] |
ZHAO Yang, CHEN Chang-fu, WANG Chun-zi.
An upper-bound limit analysis of the bearing capacity of a capped rigid pile based on unified strength theory
[J]. , 2016, 37(6): 1649-1656.
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[14] |
GUO Lin , WANG Yu-ke , WANG Jun , ZHENG Min , WU Ting-yu,.
Influence of intermediate principal stress and major principal stress direction on the drainage-induced deformation of soft clay
[J]. , 2016, 37(5): 1380-1387.
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[15] |
LI Bin , LIU Yan-zhang , LIN Kun-feng,.
Application scope of nonlinear Mohr-Coulomb criterion and its modification
[J]. , 2016, 37(3): 637-646.
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