›› 2006, Vol. 27 ›› Issue (12): 2105-2110.
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
LUAN Mao-tian 1, 2, LI Bo1, 2, 3
CLC Number:
[1] | JIN Jun-chao, SHE Cheng-xue, SHANG Peng-yang. A nonlinear creep model of rock based on the strain softening index [J]. Rock and Soil Mechanics, 2019, 40(6): 2239-2246. |
[2] | XU Peng, JIANG Guan-lu, LEI Tao, LIU Qi, WANG Zhi-meng, LIU Yong, . Calculation of seismic displacement of reinforced soil retaining walls considering backfill strength [J]. Rock and Soil Mechanics, 2019, 40(5): 1841-1846. |
[3] | WANG Teng, WU Rui. Study of vertical penetration resistance of seabed pipelines in cohesive soil [J]. Rock and Soil Mechanics, 2019, 40(3): 871-878. |
[4] | LU Yong, ZHOU Guo-qing , YANG Dong-ying, SONG Jia-qing, . Explicit calculation of sand unified model combining shear dilatancy softening and shear shrinkage hardening [J]. Rock and Soil Mechanics, 2019, 40(3): 978-986. |
[5] | WANG Jun, HU Hui-li, LIU Fei-yu, CAI Yuan-qiang, . Effects of direct shear characteristics of sand-geogrid interface under different aperture ratios [J]. Rock and Soil Mechanics, 2018, 39(S2): 115-122. |
[6] | GU Shuan-cheng, ZHOU Pan, HUANG Rong-bin. Stability analysis of tunnel supported by bolt-surrounding rock bearing structure [J]. , 2018, 39(S1): 122-130. |
[7] | WANG Feng-yun, QIAN De-ling. Elasto-plastic analysis of a deep circular tunnel based on tangential strain softening [J]. , 2018, 39(9): 3313-3320. |
[8] | DENG Qin, TANG Hua, WANG Dong-ying, QIN Yu-qiao, WU Zhen-jun,. Bench-shape slope stability analysis based on strain softening model [J]. , 2018, 39(11): 4109-4116. |
[9] | GUAN Hua-dong, ZHOU Xiao-min. Comparative study of elastoplastic of frozen wall based on interaction of surrounding rock [J]. , 2017, 38(3): 649-655. |
[10] | CAO Xue-ye, ZHAO Jun-hai, ZHANG Chang-guang. Elastoplastic stress analysis of frozen soil wall based on unified strength theory [J]. , 2017, 38(3): 769-774. |
[11] | LIU Dong-qiao, WANG Zhuo, ZHANG Xiao-yun, . Characteristics of strain softening of rocks and its damage constitutive model [J]. , 2017, 38(10): 2901-2908. |
[12] | FAN Zhi-qiang, TANG Hui-ming, WANG Ding-jian, LIU Kai, WANG Ding-jian, WEN Tao. A method for designed thrust of anti-slide pile considering strain softening properties of soil [J]. , 2016, 37(S2): 665-672. |
[13] | LIU Gang, JIANG Qing-hui, XIONG Feng, ZHANG Xiao-bo,. Experimental study of crack propagation and deformation failure of multiple-jointed rock mass [J]. , 2016, 37(S1): 151-158. |
[14] | ZHAO Yu, WANG Chao-lin, WAN Wen,. Seepage flow during crack propagation process and stress coupled model under compression-shear stress conditions [J]. , 2016, 37(8): 2180-2186. |
[15] | XUE Hai-bin ,DANG Fa-ning ,YIN Xiao-tao ,YANG Chao ,LIU Yun-he,. Research on non-proportional double safety factors of slope based on strength reserve [J]. , 2016, 37(4): 929-934. |