›› 2013, Vol. 34 ›› Issue (3): 679-684.
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
DENG Guo-hua1,SHAO Sheng-jun2
CLC Number:
[1] | YIN Guang-zhi, LU Jun, ZHANG Dong-ming, LI Ming-hui, DENG Bo-zhi, LIU Chao, . Study on plastic zone and permeability-increasing radius of borehole surrounding rock under true triaxial stress conditions [J]. Rock and Soil Mechanics, 2019, 40(S1): 1-10. |
[2] | KONG Liang, LIU Wen-zhuo, YUAN Qing-meng, DONG Tong, . Triaxial tests on gassy sandy soil under constant shear stress paths [J]. Rock and Soil Mechanics, 2019, 40(9): 3319-3326. |
[3] | LIU Yu, ZHANG Wei, LIANG Xiao-long, XU Lin, TANG Xin-yu. Determination on representative element volume of Nanjing silty-fine sand for its spatial pore structure [J]. Rock and Soil Mechanics, 2019, 40(7): 2723-2729. |
[4] | KONG Xian-jing, NING Fan-wei, LIU Jing-mao, ZOU De-gao, ZHOU Chen-guang, . Influences of stress paths and saturation on particle breakage of rockfill materials [J]. Rock and Soil Mechanics, 2019, 40(6): 2059-2065. |
[5] | GONG Feng-qiang, WU Wu-xing, LI Tian-bin, SI Xue-feng, . Simulation experimental study of spalling failure of surrounding rock of rectangular tunnel of deep hard rock [J]. Rock and Soil Mechanics, 2019, 40(6): 2085-2098. |
[6] | LUO Dan-ni, SU Guo-shao, HE Bao-yu, . True triaxial test on rockburst of granites with different water saturations [J]. Rock and Soil Mechanics, 2019, 40(4): 1331-1340. |
[7] | 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. |
[8] | LI Xin-ming, KONG Ling-wei, GUO Ai-guo, . Experimental study of the influence of unloading rate on the shear mechanical properties of undisturbed expansive clay [J]. Rock and Soil Mechanics, 2019, 40(10): 3758-3766. |
[9] | GUO Ying, LIU Xiao-dong. Influence of sample-preparing methods on CD test results of saturated silty sand in different stress paths [J]. Rock and Soil Mechanics, 2019, 40(10): 3783-3788. |
[10] | XIAO Xiao-chun, DING Xin, PAN Yi-shan, LÜ Xiang-feng, WU Di, WANG Lei, FAN Yu-feng, . Development and application of true triaxial and multiparameter experimental system for coal rock containing methane [J]. Rock and Soil Mechanics, 2018, 39(S2): 451-462. |
[11] | 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. |
[12] | 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. |
[13] | FANG Jin-jin, FENG Yi-xin, ZHU Chang-xing,. Mechanical characteristics of Q3 intact loess in true triaxial tests [J]. , 2018, 39(5): 1699-1708. |
[14] | ZHOU Hui, JIANG Yue, LU Jing-jing, HU Da-wei, ZHANG Chuan-qing, CHEN Jun, LI Zhen, . Study of hollow cylinder torsional apparatus for rock [J]. , 2018, 39(5): 1917-1922. |
[15] | ZHOU Hui, JIANG Yue, LU Jing-jing, HU Da-wei,ZHANG Chuan-qing, CHEN Jun, LI Zhen, . Development of hollow cylinder torsional apparatus for rock [J]. , 2018, 39(4): 1535-1542. |