Rock and Soil Mechanics ›› 2022, Vol. 43 ›› Issue (11): 2933-2940.doi: 10.16285/j.rsm.2021.2193
• Fundamental Theroy and Experimental Research • Next Articles
AI Zhi-yong1, 2, GU Gan-lin1, 2, LI Pan-cong1, 2
CLC Number:
[1] | CHEN Yong, SU Jian, CAO Ling, WANG li, WANG Shi-mei, . Evolution law of the soil-water characteristic curve based on data mining method [J]. Rock and Soil Mechanics, 2022, 43(S2): 23-34. |
[2] | 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. |
[3] | 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. |
[4] | HUANG Jia-sheng, WANG Lu-jun, LIU Yan-jing, WANG Xin-bo, ZHU Bin , . Time-dependent behaviour of thermal-hydro-mechanical coupling of gassy soils [J]. Rock and Soil Mechanics, 2021, 42(9): 2507-2517. |
[5] | LIU Zhang-rong, YE Wei-min, CUI Yu-jun, ZHU He-hua, WANG Qiong, CHEN Yong-gui, . Water retention curve model based on micro-pore filling and capillary condensation theories [J]. Rock and Soil Mechanics, 2021, 42(6): 1549-1556. |
[6] | 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. |
[7] | SUN De-an, XUE Yao, WANG Lei, . Analysis of one-dimensional thermal consolidation of saturated soil considering heat conduction of semi-permeable drainage boundary under varying loading [J]. Rock and Soil Mechanics, 2020, 41(5): 1465-1473. |
[8] | 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. |
[9] | 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. |
[10] | LI De-jian, LIU Xiao-lin, HAN Chao, . Variable-order fractional damage creep model based on equivalent viscoelasticity for rock [J]. Rock and Soil Mechanics, 2020, 41(12): 3831-3839. |
[11] | TIAN Yi, WU Wen-bing, JIANG Guo-sheng, MEI Guo-xiong, XU Bao-jun, . One-dimensional consolidation of viscoelastic saturated soils with fractional order derivative based on continuous drainage boundary [J]. Rock and Soil Mechanics, 2019, 40(8): 3054-3061. |
[12] | 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. |
[13] | TONG Li-hong, WANG Jue, GUO Sheng-gen, ZHU Huai-long, XU Chang-jie, . One-dimensional consolidation characteristics of viscoelastic foundation with continuous drainage boundary under time- dependent loading [J]. Rock and Soil Mechanics, 2019, 40(5): 1862-1868. |
[14] | WANG Lei, LI Lin-zhong, XU Yong-fu, XIA Xiao-he, SUN De-an,. Analysis of one-dimensional consolidation of fractional viscoelastic saturated soils with semi-permeable boundary [J]. , 2018, 39(11): 4142-4148. |
[15] | 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. |
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