›› 2010, Vol. 31 ›› Issue (3): 1003-1008.
• Testing Technology • Previous Articles
ZHA Fu-sheng 1, 2,LIU Song-yu2,DU Yan-jun2,CUI Ke-rui1
CLC Number:
[1] | 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. |
[2] | CHEN Ren-peng, WANG Peng-fei, LIU Peng, CHENG Wei, KANG Xin, YANG Wei, . Experimental study on soil-water characteristic curves of subgrade coal gangue filler [J]. Rock and Soil Mechanics, 2020, 41(2): 372-378. |
[3] | CHENG Tao, YAN Ke-qin, HU Ren-jie, ZHENG Jun-jie, ZHANG Huan, CHEN He-long, JIANG Zhi-jie, LIU Qiang, . Analytical method for quasi-two-dimensional plane strain consolidation problem of unsaturated soil [J]. Rock and Soil Mechanics, 2020, 41(2): 453-460. |
[4] | DENG Zi-qian, CHEN Jia-shuai, WANG Jian-wei, LIU Xiao-wen, . Constitutive model and experimental study of uniform yield surface based on SFG model [J]. Rock and Soil Mechanics, 2020, 41(2): 527-534. |
[5] | 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. |
[6] | 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. |
[7] | ZHOU Feng-xi, LIU Hong-bo, . Propagation characteristics of Rayleigh waves in unsaturated soils [J]. Rock and Soil Mechanics, 2019, 40(8): 3218-3226. |
[8] | ZHAN Liang-tong, HU Ying-tao, LIU Xiao-chuan, CHEN Jie, WANG Han-lin, ZHU Bin, CHEN Yun-min. Centrifuge modelling of rainfall infiltration in an unsaturated loess and joint monitoring of multi-physical parameters [J]. Rock and Soil Mechanics, 2019, 40(7): 2478-2486. |
[9] | YAN Ya-jing, YAN Yong-shuai, ZHAO Gui-zhang, ZHANG Tai-li, SUN Qiang, . Study on moisture migration in natural slope using high-density electrical resistivity tomography method [J]. Rock and Soil Mechanics, 2019, 40(7): 2807-2814. |
[10] | ZHOU Feng-xi, GAO Guo-yao, . Steady-state analysis of the heat-moisture-salt coupling for unsaturated soil [J]. Rock and Soil Mechanics, 2019, 40(6): 2050-2058. |
[11] | WANG Jun-min, XIONG Yong-lin, YANG Qi-lai, SANG Qin-yang, HUANG Qiang. Study of the dynamic elastoplastic constitutive model for unsaturated soil [J]. Rock and Soil Mechanics, 2019, 40(6): 2323-2331. |
[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] | 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. |
[14] | ZHENG Guo-feng, GUO Xiao-xia, SHAO Long-tan, . Experimental verification of an unsaturated shear strength criterion based on the state surface expression [J]. Rock and Soil Mechanics, 2019, 40(4): 1441-1448. |
[15] | 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. |