[1] |
ZHENG Fang, SHAO Sheng-jun, SHE Fang-tao, YUAN Hao, .
True triaxial shear tests of remolded loess under different matrix suctions
[J]. Rock and Soil Mechanics, 2020, 41(S1): 156-162.
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[2] |
FANG Jin-jin, FENG Yi-xin, YU Yong-qiang, LI Zhen, LIN Zhi-bin.
Wetting deformation characteristics of intact loess under true triaxial conditions
[J]. Rock and Soil Mechanics, 2020, 41(4): 1235-1246.
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[3] |
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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[4] |
MEI Shi-ming, HU Xiao-chuan, SU Guo-shao, CHEN Guan-yan, .
Model test study of the influence of intermediate principal stress on
rockburst in tunnel
[J]. Rock and Soil Mechanics, 2019, 40(10): 3959-3968.
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[5] |
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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[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] |
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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[8] |
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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[9] |
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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[10] |
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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[11] |
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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[12] |
HE Jie , JIANG Ming-jing , .
Macro-micro mechanical property of pore-filling type methane hydrate-bearing sediment in true triaxial tests based on distinct element analysis
[J]. , 2016, 37(10): 3026-3034.
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[13] |
ZHANG Chang-guang , FAN Wen , ZHAO Jun-hai,.
New solutions of rock plastic displacement and ground response curve for a deep circular tunnel and parametric analysis
[J]. , 2016, 37(1): 12-24.
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[14] |
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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[15] |
ZHANG Yu , SHAO Sheng-jun , WANG Li-qin , MA Lin,.
Analysis and verification of soil strength criteria in plane strain state
[J]. , 2015, 36(9): 2501-2509.
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