Rock and Soil Mechanics ›› 2020, Vol. 41 ›› Issue (7): 2293-2303.doi: 10.16285/j.rsm.2019.1412
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
LIU Ke-qi1, DING Wan-tao1, 2, CHEN Rui1, HOU Ming-lei1
CLC Number:
[1] | BAO Ning, WEI Jing, CHEN Jian-feng. Three dimensional discrete element analysis of soil arching in piled embankment [J]. Rock and Soil Mechanics, 2020, 41(S1): 347-354. |
[2] | ZHUANG Yan, LI Shao-bang, CUI Xiao-yan, DONG Xiao-qiang, WANG Kang-yu, . Investigation on dynamic response of subgrade and soil arching effect in piled embankment under high-speed railway loading [J]. Rock and Soil Mechanics, 2020, 41(9): 3119-3130. |
[3] | LI Jian-fei, SU Yang, SUN Zhi-bin, ZHAO Chen, . 3D seismic displacement analysis method of stepped slopes reinforced with piles based on Newmark principle [J]. Rock and Soil Mechanics, 2020, 41(8): 2785-2795. |
[4] | 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. |
[5] | LEI Yong, DENG Jia-zheng, LIU Ze-yu, LI Jun-jie, ZOU Gen. A method to calculate ultimate bearing capacity of rock foundation with cavities considering load position offset [J]. Rock and Soil Mechanics, 2020, 41(10): 3326-3331. |
[6] | SUN Lai-bin, XIAO Shi-guo, . Evaluation method for elastic foundation coefficient of finite downslope soil against loading segment of stabilizing piles [J]. Rock and Soil Mechanics, 2020, 41(1): 278-284. |
[7] | LIU Shun-qing, HUANG Xian-wen, ZHOU Ai-zhao, CAI GUO-jun, JIANG Peng-ming, . A stability analysis method of soil-rock slope based on random block stone model [J]. Rock and Soil Mechanics, 2019, 40(S1): 350-358. |
[8] | YUAN Wei, LIU Shang-ge, NIE Qing-ke, WANG Wei, . An approach for determining the critical thickness of the karst cave roof at the bottom of socketed pile based on punch failure mode [J]. Rock and Soil Mechanics, 2019, 40(7): 2789-2798. |
[9] | CHEN Zheng, HE Ping, YAN Du-min, GAO Hong-jie, NIE Ao-xiang, . Upper-bound limit analysis of tunnel face stability under advanced support [J]. Rock and Soil Mechanics, 2019, 40(6): 2154-2162. |
[10] | RUI Rui, YE Yu-qiu, CHEN Cheng, TU Shu-jie. Nonlinear distribution of active earth pressure on retaining wall considering wall-soil friction [J]. Rock and Soil Mechanics, 2019, 40(5): 1797-1804. |
[11] | CHEN Zheng, HE Ping, YAN Du-min, GAO Hong-jie, . A method to calculate rational spacing between pipes in pipe roofs considering soil arching effects [J]. Rock and Soil Mechanics, 2019, 40(5): 1993-2000. |
[12] | LIU Yang, YU Peng-qiang. Analysis of soil arch and active earth pressure on translating rigid retaining walls [J]. Rock and Soil Mechanics, 2019, 40(2): 506-516. |
[13] | WANG Zhen, CAO Lan-zhu, WANG Dong, . Evaluation on upper limit of heterogeneous slope stability [J]. Rock and Soil Mechanics, 2019, 40(2): 737-742. |
[14] | FENG Ling-yun, ZHU Bin, DAI Jia-lin, KONG De-qiong, . Modelling lateral pipe-soil interaction on soft clay using large displacement sequential limit analysis [J]. Rock and Soil Mechanics, 2019, 40(12): 4907-4915. |
[15] | ZHANG Xiao-xi, HE Si-ming, FAN Xiao-yi, . Seismic stability of L-shape retaining walls and determination method of sliding surface [J]. Rock and Soil Mechanics, 2019, 40(10): 4011-4020. |
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