›› 2013, Vol. 34 ›› Issue (S1): 228-233.
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
DING Xing-bo1,2,ZHANG Chong3,MING Zhi-qing1,XU Jing-mao1
CLC Number:
[1] | 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. |
[2] | RUI Sheng-jie, GUO Zhen, WANG Li-zhong, ZHOU Wen-jie, LI Yu-jie, . Experimental study of cyclic shear stiffness and damping ratio of carbonate sand-steel interface [J]. Rock and Soil Mechanics, 2020, 41(1): 78-86. |
[3] | KE Wen-hai, GUAN Ling-xiao, LIU Dong-hai, DENG Jian-lin, LI Ke, XU Chang-jie, . Research on upper pipeline-soil interaction induced by shield tunnelling [J]. Rock and Soil Mechanics, 2020, 41(1): 221-228. |
[4] | XIE Yun-fei, CHI Shi-chun, ZHOU Xiong-xiong, . Research on optimization design method of large-scale pile-raft foundation in complex environment [J]. Rock and Soil Mechanics, 2019, 40(S1): 486-493. |
[5] | ZHANG Hai-ting, YANG Lin-qing, GUO Fang, . Solution and analysis of dynamic response for rigid buried pipe in multi-layered soil based on SBFEM [J]. Rock and Soil Mechanics, 2019, 40(7): 2713-2722. |
[6] | CHEN Zhuo-shi, YUAN Xiao-ming, SUN Rui, WANG Ke. Impact of uncertainty in in-situ shear-wave velocity on the judgement of site stiffness [J]. Rock and Soil Mechanics, 2019, 40(7): 2748-2754. |
[7] | ZHANG Zhi-guo, ZHANG Rui, HUANG Mao-song, GONG Jian-fei, . Optimization analysis of pile group foundation based on differential settlement control and axial stiffness under vertical loads [J]. Rock and Soil Mechanics, 2019, 40(6): 2354-2368. |
[8] | ZHOU Hui, CHENG Guang-tan, ZHU Yong, CHEN Jun, LU Jing-jing, CUI Guo-jian, YANG Pin-qing, . Experimental study of shear deformation characteristics of marble dentate joints [J]. Rock and Soil Mechanics, 2019, 40(3): 852-860. |
[9] | CUI Chun-yi, MENG Kun, WU Ya-jun, MA Ke-yan, LIANG Zhi-meng, . Dynamic impedance for vertical vibration of a single pile in axisymmetrically surrounding soil considering radial inhomogeneity [J]. Rock and Soil Mechanics, 2019, 40(2): 570-579. |
[10] | ZHOU Xiong-xiong, CHI Shi-chun, JIA Yu-feng, XIE Yun-fei, . Detailed simulation method for filling process of high earth and rockfill dams [J]. Rock and Soil Mechanics, 2018, 39(S2): 443-450. |
[11] | XU Ping, ZHAI Pan-pan, ZHANG Tian-hang, DONG Xin-ping. An exponential-like model of bending stiffness of segment joint for shield tunnel linings [J]. Rock and Soil Mechanics, 2018, 39(S2): 83-90. |
[12] | XIAO Guo-feng, CHEN Cong-xing. Simulation of progressive failure process and stability analysis method for rock block [J]. , 2018, 39(8): 3001-3010. |
[13] | LIU Fei-yu, SHI Jing, WANG Jun, CAI Yuan-qiang,. Dynamic shear behavior of interface for clay reinforced with geogrid encapsulated in thin layers of sand [J]. , 2018, 39(6): 1991-1998. |
[14] | WANG Guan-shi, XIONG Peng, HU Shi-li, MENG Shi-ming, LONG Ping, TAN Tan,. Application of displacement discontinuity model for calculating the viscoelastic stiffness of joints [J]. , 2018, 39(6): 2175-2183. |
[15] | LIU Lin-chao, XIAO Qi-dan, YAN Qi-fang. Vertical vibration of a single pipe pile in saturated soil with 3D wave model [J]. , 2018, 39(5): 1720-1730. |