›› 2010, Vol. 31 ›› Issue (S1): 163-171.
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
LIU Hai-ning1,WANG Jun-mei1,WANG Si-jing2
CLC Number:
[1] | HUANG Yu-hua, XU Lin-rong, ZHOU Jun-jie, CAI Yu, . Calculation of pile-soil stress in pile-net composite foundation based on improved Terzarghi method [J]. Rock and Soil Mechanics, 2020, 41(2): 667-675. |
[2] | XU Jie, ZHOU Jian, LUO Ling-hui, YU Liang-gui, . Study on anisotropic permeability model for mixed kaolin-montmorillonite clays [J]. Rock and Soil Mechanics, 2020, 41(2): 469-476. |
[3] | MA Wei-jia, CHEN Guo-xing, WU Qi, . Experimental study on liquefaction resistance of coral sand under complex loading conditions [J]. Rock and Soil Mechanics, 2020, 41(2): 535-542. |
[4] | PENG Shou-jian, YUE Yu-qing, LIU Yi-xin, XU Jiang, . Anisotropic characteristics and shear mechanical properties of different genetic structural planes [J]. Rock and Soil Mechanics, 2019, 40(9): 3291-3299. |
[5] | YIN Xiao-meng, YAN E-chuan, WANG Lu-nan, CHEN Li, . Quantitative microstructure information extraction and microscopic morphology analysis of anisotropic schist [J]. Rock and Soil Mechanics, 2019, 40(7): 2617-2627. |
[6] | ZHANG Feng, CHEN Guo-xing, WU Qi, ZHOU Zheng-long. Experimental study on undrained behavior of saturated silt subject to wave loading [J]. Rock and Soil Mechanics, 2019, 40(7): 2695-2702. |
[7] | YIN Xiao-meng, YAN E-chuan, WANG Lu-nan, WANG Yan-chao, . Effect of water and microstructure on wave velocity anisotropy of schist and its mechanism [J]. Rock and Soil Mechanics, 2019, 40(6): 2221-2230. |
[8] | JIA Rui, LEI Hua-yang, . Experimental study of anisotropic consolidation behavior of Ariake clay [J]. Rock and Soil Mechanics, 2019, 40(6): 2231-2238. |
[9] | LIU Jia-shun, WANG Lai-gui, ZHANG Xiang-dong, LI Xue-bin, ZHANG Jian-jun, REN Kun, . Cyclic triaxial test on saturated silty clay under partial drainage condition with variable confining pressure [J]. Rock and Soil Mechanics, 2019, 40(4): 1413-1419. |
[10] | ZHANG Kun-yong, ZANG Zhen-jun, LI Wei, WEN De-bao, CHARKLEY Frederick Nai, . Three-dimensional elastoplastic model of soil with consideration of unloading stress path and its experimental verification [J]. Rock and Soil Mechanics, 2019, 40(4): 1313-1323. |
[11] | KE Zhi-qiang, WANG Huan-ling, XU Wei-ya, LIN Zhi-nan, JI Hua, . Experimental study of mechanical behaviour of artificial columnar jointed rock mass containing transverse joints [J]. Rock and Soil Mechanics, 2019, 40(2): 660-667. |
[12] | SUN Qian-cheng, ZHENG Min-zong, LI Shao-jun, GUO Hao-sen, CHENG Yuan, PEI Shu-feng, JIANG Quan, . Variation characteristics and determination of tunnel relaxation depth of columnar jointed rock mass [J]. Rock and Soil Mechanics, 2019, 40(2): 728-736. |
[13] | ZHOU Jian, CAI Lu, LUO Ling-hui, YING Hong-wei, . Limit equilibrium analysis of anisotropic soft clay stability against excavation basal heave [J]. Rock and Soil Mechanics, 2019, 40(12): 4848-4856. |
[14] | TIAN Yu, YAO Yang-ping, LU De-chun, DU Xiu-li, . Cross-anisotropic Mohr-Coulomb criterion and formula of passive earth pressure based on modified stress method [J]. Rock and Soil Mechanics, 2019, 40(10): 3945-3950. |
[15] | TANG Hong-xiang, WEI Wen-cheng. Finite element analysis of slope stability by coupling of strength anisotropy and strain softening of soil [J]. Rock and Soil Mechanics, 2019, 40(10): 4092-4100. |
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