[1] |
ZHU Jian-feng, XU Ri-qing, LUO Zhan-you, PAN Bin-jie, RAO Chun-yi, .
A nonlinear constitutive model for soft clay stabilized by magnesia cement considering the effect of solidified agent content
[J]. Rock and Soil Mechanics, 2020, 41(7): 2224-2232.
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[2] |
YU Zhao-sheng, CHEN Xiao-bin, ZHANG Jia-sheng, DONG Liang, ABDOULKADER M S.
Analysis of the nonlinearity of coefficient of earth pressure at rest and its calculation method for coarse-grained soils
[J]. Rock and Soil Mechanics, 2020, 41(6): 1923-1932.
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[3] |
LI Jing-jing, KONG Ling-wei, .
Creep properties of expansive soil under unloading stress and its
nonlinear constitutive model
[J]. Rock and Soil Mechanics, 2019, 40(9): 3465-3475.
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[4] |
MA Qiu-feng, QIN Yue-ping, ZHOU Tian-bai, YANG Xiao-bin.
Mechanical properties and constitutive model of porous rock under
loading and unloading
[J]. Rock and Soil Mechanics, 2019, 40(7): 2673-2685.
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[5] |
LUO Bin-yu, YE Yi-cheng, CAO Zhong, WANG Qi-hu, LI Yu-fei, CHEN Hu, .
Estimation of pillar strength and effect of inclination under gently inclined layered deposits based on Mohr-Coulomb criterion
[J]. Rock and Soil Mechanics, 2019, 40(5): 1940-1946.
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[6] |
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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[7] |
ZHANG Ling, CHEN Jin-hai, ZHAO Ming-hua.
Maximum cantilever anti-slide piles spacing determination
with consideration of soil arching effect
[J]. Rock and Soil Mechanics, 2019, 40(11): 4497-4505.
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[8] |
LI Guo-wei, SHI Sai-jie, HOU Yu-zhou, WU Jian-tao, LI Feng, WU Shao-p, .
Experimental study of development technology of non-expansive soil
in Yangtze River to Huaihe River water diversion experimental project
[J]. Rock and Soil Mechanics, 2018, 39(S2): 302-314.
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[9] |
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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[10] |
ZHANG De,LIU En-long,LIU Xing-yan,SONG Bing-tang, .
Investigation on strength criterion for frozen silt soils
[J]. , 2018, 39(9): 3237-3245.
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[11] |
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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[12] |
CHEN Song, QIAO Chun-sheng, YE Qing, DENG Bin.
Composite damage constitutive model of rock mass with intermittent joints based on Mohr-Coulomb criterion
[J]. , 2018, 39(10): 3612-3622.
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[13] |
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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[14] |
YANG Zi-han, YANG Xiao-li, XU Jing-shu, LI Yong-xin, SUN Zhi-bin,.
Two methods for rock wall thickness calculation in karst tunnels based on upper bound theorem
[J]. , 2017, 38(3): 801-809.
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[15] |
CAO Wen-gui, YIN Peng, HE Min, LIU Tao.
A combination method for predicting settlement based on new or old degree of data and adjustment of value interval of prediction
[J]. , 2017, 38(2): 534-540.
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