[1] |
CHEN Min, ZHANG Tao, SHAN Hua-gang, WANG Xin-zhi, MENG Qing-shan, YU Ke-fu, .
Study of the relationship between compression wave velocity and physical properties of calcareous sand
[J]. Rock and Soil Mechanics, 2019, 40(6): 2275-2283.
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[2] |
WANG Feng-yun, QIAN De-ling, .
Dilatancy analysis for a circular tunnel excavated
in rock mass based on unified strength theory
[J]. Rock and Soil Mechanics, 2019, 40(5): 1966-1976.
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[3] |
XIA Tang-dai, ZHENG Qing-qing, CHEN Xiu-liang, .
Predicting excess pore water pressure under cyclic loading with regular intervals based on cumulative dynamic deviator stress level
[J]. Rock and Soil Mechanics, 2019, 40(4): 1483-1490.
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[4] |
SHAO Sheng-jun, CHEN Fei, DENG Guo-hua, .
Seismic passive earth pressure against the retaining wall of structural loess based on plane strain unified strength formula
[J]. Rock and Soil Mechanics, 2019, 40(4): 1255-1262.
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[5] |
LÜ Qing-feng, ZHOU Gang, WANG Sheng-xin, HUO Zhen-sheng, MA Bo, .
Microstructure characteristics of solidified saline
soil based on nuclear magnetic resonance
[J]. Rock and Soil Mechanics, 2019, 40(1): 245-249.
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[6] |
CHEN Rui-feng, TIAN Gao-yuan, MI Dong-yun, DONG Xiao-qiang,.
Study of basic engineering properties of loess modified by red mud
[J]. , 2018, 39(S1): 89-97.
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[7] |
LIU Guo-ming, CHEN Ze-qin, WU Le-hai.
Improvement of Gudehus-Bauer hypoplastic constitutive model for rockfill materials and the determination of model parameters
[J]. , 2018, 39(3): 823-830.
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[8] |
CHEN Bo, SUN De-an, GAO You, LI Jian,.
Experimental study of pore-size distribution of Shanghai soft clay
[J]. , 2017, 38(9): 2523-2530.
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[9] |
ZHANG Peng-hai, YANG Tian-hong, XU Tao, YU Qing-lei, ZHOU Jing-ren, ZHAO Yong-chuan.
The evolution law of acoustic emission events during the fracture process of altered granite gneiss
[J]. , 2017, 38(8): 2189-2197.
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[10] |
WANG Jiao, CHU Xi-hua, JIANG Qing-hui.
Failure criterion coordinated with elastic energy for transversely isotropic brittle materials
[J]. , 2017, 38(8): 2221-2226.
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[11] |
CAO Xue-ye, ZHAO Jun-hai, ZHANG Chang-guang.
Elastoplastic stress analysis of frozen soil wall based on unified strength theory
[J]. , 2017, 38(3): 769-774.
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[12] |
KONG Zhi-peng, SUN Hai-xia, CHEN Si-li.
A nonlinear tri-parameter strength criterion for rock materials and its application
[J]. , 2017, 38(12): 3524-3531.
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[13] |
WANG Zong-jian, MA Shu-wen, LU Liang,.
Study of reinforced soil adjusted to differential settlement based on parabolic cable theory
[J]. , 2017, 38(11): 3319-3324.
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[14] |
KE Jin-fu, WU Ai-xiang,.
ANSYS secondary development of unified strength theory with semi-implicit integral
[J]. , 2017, 38(10): 3048-3052.
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[15] |
XUE Hai-bin, DANG Fa-ning, YIN Xiao-tao, DING Wei-hua, LIU Hai-wei,.
A vector sum method for stability analysis unsaturated soil slope
subjected to transient seepage
[J]. , 2016, 37(S1): 49-56.
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