›› 2009, Vol. 30 ›› Issue (11): 3217-3231.
• Fundamental Theroy and Experimental Research • Next Articles
SUN De-an
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] | HOU Gong-yu, XIE Bing-bing, HAN Yu-chen, HU Tao, LI Zi-xiang, YANG Xing-kun, ZHOU Tian-ci, XIAO Hai-lin, . Experimental study and engineering application of coupling performance between distributed embedded optical fiber and tunnel lining [J]. Rock and Soil Mechanics, 2020, 41(2): 714-726. |
[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] | XIA Cai-chu, YU Qiang-feng, QIAN Xin, GUI Yang, ZHUANG Xiao-qing. Experimental study of shear-seepage behaviour of rock joints under constant normal stiffness [J]. Rock and Soil Mechanics, 2020, 41(1): 57-66. |
[7] | LIU Hong-yan. Influence of macroscopic and mesoscopic flaws on mechanical behavior of rock mass and slope stability [J]. Rock and Soil Mechanics, 2019, 40(S1): 431-439. |
[8] | XU Jiang, WU Jun-yu, LIU Yi-xin, LIE Jiao, . Experimental study of shear-seepage coupling properties of rock mass under different filling degrees [J]. Rock and Soil Mechanics, 2019, 40(9): 3416-3424. |
[9] | LU Chen-kai, KONG Gang-qiang, SUN Guang-chao, CHEN Bin, YIN Gao-xiang, . Field tests on thermal-mechanical coupling characteristics of energy pile in pile-raft foundation [J]. Rock and Soil Mechanics, 2019, 40(9): 3569-3575. |
[10] | HOU Hui-ming, HU Da-wei, ZHOU Hui, LU Jing-jing, LÜ Tao, ZHANG Fan, . Thermo-hydro-mechanical coupling simulation method of surrounding rock in high-level radioactive waste repository considering effective meso-thermal parameters [J]. Rock and Soil Mechanics, 2019, 40(9): 3625-3634. |
[11] | ZHOU Feng-xi, LIU Hong-bo, . Propagation characteristics of Rayleigh waves in unsaturated soils [J]. Rock and Soil Mechanics, 2019, 40(8): 3218-3226. |
[12] | CHEN Yong, SU Jian, TAN Yun-zhi, CHAN Dave, . Water retention capacities of soils under the coupling actions of cyclic drying-wetting and repeated loading-unloading [J]. Rock and Soil Mechanics, 2019, 40(8): 2907-2913. |
[13] | 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. |
[14] | 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. |
[15] | HAN Tong-chun, LIN Bo-wen, HE Lu, SU Yu-qin, . Three-dimensional slope modelling method and its stability based on coupled GIS and numerical simulation software [J]. Rock and Soil Mechanics, 2019, 40(7): 2855-2865. |
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