Rock and Soil Mechanics ›› 2021, Vol. 42 ›› Issue (6): 1549-1556.doi: 10.16285/j.rsm.2020.1427
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
LIU Zhang-rong1, YE Wei-min1, 2, CUI Yu-jun3, ZHU He-hua1, 2, WANG Qiong1, 2, CHEN Yong-gui1, 2
CLC Number:
[1] | WANG Lei, ZHANG Li-ting, SHEN Si-dong, XU Yong-fu, XIA Xiao-he, . Axisymmetric consolidation characteristics for unsaturated soils under piece-wise cyclic load [J]. Rock and Soil Mechanics, 2022, 43(S1): 203-212. |
[2] | ZHANG Wen-gang, GU Xin, LIU Han-long, ZHANG Qing, WANG Lin, WANG Lu-qi, . Probabilistic back analysis of soil parameters and displacement prediction of unsaturated slopes using Bayesian updating [J]. Rock and Soil Mechanics, 2022, 43(4): 1112-1122. |
[3] | CHEN Hao, HU Xiao-rong. Triple-shear failure criteria and experimental verification for unsaturated soils [J]. Rock and Soil Mechanics, 2020, 41(7): 2380-2388. |
[4] | LI Xiao-xuan, LI Tao, LI Jian, ZHANG Tao. An elastoplastic two-surface model for unsaturated structural clays under cyclic loading [J]. Rock and Soil Mechanics, 2020, 41(4): 1153-1160. |
[5] | CHENG Hao, TANG Hui-ming, WU Qiong, LEI Guo-ping, . An elasto-plasticity extended Cam-clay model for unsaturated soils using explicit integration algorithm in FEM with hydraulic hysteresis [J]. Rock and Soil Mechanics, 2020, 41(2): 676-686. |
[6] | TAO Gao-liang, WU Xiao-kang, GAN Shi-chao, XIAO Heng-lin, MA Qiang, LUO Chen-chen, . Experimental study and model prediction of permeability coefficient of unsaturated clay with different initial void ratios [J]. Rock and Soil Mechanics, 2019, 40(5): 1761-1770. |
[7] | ZHOU Bao-chun, KONG Ling-wei, MA Quan-guo, LUO Zheng-tao, ZHANG Yan-jun,. Effects of moisture and density states on unsaturated shear strength of compacted expansive soil [J]. , 2017, 38(S1): 240-246. |
[8] | LI Shun-qun , JIA Hong-jing , WANG Xing-xing , GUI Chao,. Limitation and error analysis of axis translation technique for measuring and controlling matric suction [J]. , 2016, 37(11): 3089-3095. |
[9] | XU Chang-jie , XU Liang-ying , YANG Yuan-ye,. Effect of parameters of three-phase unsaturated soils on wave propagation [J]. , 2015, 36(S2): 340-344. |
[10] | KONG Yu-fei, SONG Er-xiang. A method for estimating soil-water characteristic curve from grain-size distribution [J]. , 2015, 36(9): 2487-2493. |
[11] | LIU Yan , WEI Chang-fu , FANG Qian , CHEN Pan,. Implicit integration algorithm of a hydro-mechanical coupling constitutive model for unsaturated soils [J]. , 2014, 299(2): 365-370. |
[12] | MA Tian-tian,WEI Chang-fu,CHEN Pan,LI Wen-tao. Hydro-mechanical coupling constitutive model of unsaturated soils considering effect of air entrapment [J]. , 2014, 35(12): 3415-3420. |
[13] | LIU Yan , WEI Chang-fu , ZHAO Cheng-gang , FANG Qian . A constitutive model of unsaturated soils with high saturation [J]. , 2013, 34(8): 2189-2194. |
[14] | ZHAO Cheng-gang,LI Jian,LIU Yan,CAI Guo-qing,ASREAZAD Saman. Discussion on some fundamental problems in unsaturated soil mechanics [J]. , 2013, 34(7): 1825-1831. |
[15] | ZHAO Jun-hai,LIANG Wen-biao,ZHANG Chang-guang,LI Yan. Unified solution of Coulomb’s active earth pressure for unsaturated soils [J]. , 2013, 34(3): 609-614. |
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