›› 2016, Vol. 37 ›› Issue (11): 3089-3095.doi: 10.16285/j.rsm.2016.11.007
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
LI Shun-qun1, JIA Hong-jing2, WANG Xing-xing2, GUI Chao3
CLC Number:
TU 411.3
[1] | 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. |
[2] | 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. |
[3] | LI Xiao-xuan, LI Tao, PENG Li-yun, . Elastoplastic two-surface model for unsaturated cohesive soils under cyclic loading with controlled matric suction [J]. Rock and Soil Mechanics, 2020, 41(2): 552-560. |
[4] | 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. |
[5] | WANG Huan, CHEN Qun, WANG Hong-xin, ZHANG Wen-ju, . Triaxial tests on fly ash with different compaction and matric suction [J]. Rock and Soil Mechanics, 2019, 40(S1): 224-230. |
[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] | WANG Juan-juan, HAO Yan-zhou, WANG Tie-hang. Experimental study of structural characteristics of unsaturated compacted loess [J]. Rock and Soil Mechanics, 2019, 40(4): 1351-1357. |
[8] | BAO Xiao-hua, LIAO Zhi-guang, XU Chang-jie, PANG Xiao-chao, XIE Xiong-yao, CUI Hong-zhi, . Model test study of the failure of silty sand slope under different seepage boundary conditions [J]. Rock and Soil Mechanics, 2019, 40(10): 3789-3796. |
[9] | TAO Gao-liang, BAI Liang, YUAN Bo, GAN Shi-chao. Study of relationship between soil-water characteristic curve and NMR curve [J]. , 2018, 39(3): 943-948. |
[10] | QIAN Jin-song, LI Jia-yang, ZHOU Ding, LING Jian-ming. Prediction model of resilient modulus for unsaturated clay soils considering the effect of matric suction [J]. , 2018, 39(1): 123-128. |
[11] | CHEN Guo-qing, GUO Fan, WANG Jian-chao, ZHOU Yu-xin, . Experimental study of creep properties of quartz sandstone after freezing-thawing cycles [J]. , 2017, 38(S1): 203-210. |
[12] | 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. |
[13] | 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. |
[14] | WU Jun-hua, YANG Song,. Experimental study of matric suction measurement and its impact on shear strength under drying-wetting cycles for expansive soils [J]. , 2017, 38(3): 678-684. |
[15] | YANG Xiao-hui, ZHU Yan-peng, GUO Nan, SHI Zhan-bin, RAN Guo-liang, . Research on effects of compactness and matric suction on strength deformation characteristics of soil-rock aggregate mixture [J]. , 2017, 38(11): 3205-3214. |
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