›› 2014, Vol. 35 ›› Issue (S1): 29-34.
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
SUN Xu-shu1,LI Jian-lin2,WANG Le-hua2,BAI Jun-lei2,JIANG Zhao-rong2
CLC Number:
[1] | 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. |
[2] | JIN Ai-bing, LIU Jia-we, ZHAO Yi-qing, WANG Ben-xin, SUN Hao, WEI Yu-dong, . Mechanical characteristics analysis of granite under unloading conditions [J]. Rock and Soil Mechanics, 2019, 40(S1): 459-467. |
[3] | 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. |
[4] | 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. |
[5] | 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. |
[6] | JIA Rui, LEI Hua-yang, . Experimental study of anisotropic consolidation behavior of Ariake clay [J]. Rock and Soil Mechanics, 2019, 40(6): 2231-2238. |
[7] | 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. |
[8] | 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. |
[9] | 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. |
[10] | 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. |
[11] | 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. |
[12] | ZHOU Hui, CHENG Guang-tan, ZHU Yong, ZHANG Chun-sheng, . Anisotropy of shear characteristics of rock joint based on 3D carving technique [J]. Rock and Soil Mechanics, 2019, 40(1): 118-126. |
[13] | LI Shen-zhen, SHA Peng, WU Fa-quan, WU Jie. Anisotropic characteristics analysis of deformation of layered rock mass [J]. Rock and Soil Mechanics, 2018, 39(S2): 366-373. |
[14] | ZHANG Kun-yong, LI Wei, Charkley Nai Frederick, CHEN Shu,. True triaxial test on clay mixed with gravel with stress increment loading from minor principal stress direction [J]. , 2018, 39(9): 3270-3276. |
[15] | CHEN Dun, MA Wei, WANG Da-yan, MU Yan-hu, LEI Le-le,WANG Yong-tao, ZHOU Zhi-wei, CAI Cong, . Experimental study of deformation characteristics of frozen clay under directional shear stress path [J]. , 2018, 39(7): 2483-2490. |