Rock and Soil Mechanics ›› 2022, Vol. 43 ›› Issue (11): 3153-3162.doi: 10.16285/j.rsm.2021.2200
• Numerical Analysis • Previous Articles Next Articles
YUAN Shuai1, 2, FENG De-wang1, 3, ZHANG Sen-hao1, XING Yun-peng1, KE Zun-qi1
CLC Number:
[1] | CUI Guang-yao, MA Jian-fei, NING Mao-quan, TANG Zai-xing, LIU Shun-shui, TIAN Yu-hang, . Comparative analysis of construction reinforcement scheme of super large rectangular pipe jacking shield tunnel close to and under high-speed railway [J]. Rock and Soil Mechanics, 2022, 43(S2): 414-424. |
[2] | LI Jian-fei. New approach for seismic design of 3D complex slopes reinforced with piles [J]. Rock and Soil Mechanics, 2022, 43(S1): 275-285. |
[3] | LI Chun-lin. Curved solid failure model and calculation method of supporting pressure for shield tunnel excavation face [J]. Rock and Soil Mechanics, 2022, 43(8): 2092-2102. |
[4] | DONG Jian-hua, XU Bin, WU Xiao-lei, LIAN Bo, . Elastic-plastic deformation of surrounding rocks under graded yielding support of tunnel [J]. Rock and Soil Mechanics, 2022, 43(8): 2123-2135. |
[5] | LI Yu-nong, LIU Chang, WANG Li-wei, . Three-dimensional seismic stability of inhomogeneous soil slopes using limit analysis method [J]. Rock and Soil Mechanics, 2022, 43(6): 1493-1502. |
[6] | YANG Zhi-yong, YIN Cheng-chuan, NIE Jia-yan, LI Xue-you, QI Xiao-hui, . Probability density function estimation of geotechnical parameters considering the three-dimensional spatial variability based on multi-source site investigation data [J]. Rock and Soil Mechanics, 2022, 43(6): 1571-1584. |
[7] | ZHOU Xi-wen, LIU Feng-tao, DAI Bei-bing, ZHANG Cheng-bo, ZHANG Jin-peng, . Limit analysis method based on mixed constant stress-smoothed strain element [J]. Rock and Soil Mechanics, 2022, 43(6): 1660-1670. |
[8] | TAN Ting-zhen, HUANG Mao-song, LIU Yi-hui, WANG Hao-ran, ZHANG Zhong-jie, . Analysis of basal heave stability of braced excavations in clay based on combined mechanisms of rigid blocks and continuous velocity field [J]. Rock and Soil Mechanics, 2022, 43(4): 909-917. |
[9] | WANG Jia-yu, LIU Run, JI Yong-hong, YANG Xu, CHEN Guang-si, WANG Xiao-lei, . Upper bound limit analysis of horizontal and moment ultimate bearing capacities of bucket foundation [J]. Rock and Soil Mechanics, 2022, 43(3): 777-788. |
[10] | JIN Da-long, YUAN Da-jun, . Face stability analysis of the slurry-type shield tunneling considering the dynamic filter cake [J]. Rock and Soil Mechanics, 2022, 43(11): 2952-2962. |
[11] | QU Chun-lai, FU Di, LIU Shi-wei, LENG Xian-lun, LI Jian-he, SUN He-yuan, . Upper limit analysis for ultimate bearing capacity of heterogeneous stratified slope [J]. Rock and Soil Mechanics, 2022, 43(10): 2923-2932. |
[12] | ZHOU Guang-xin, SHENG Qian, CUI Zhen, WANG Tian-qiang, MA Ya-li-na, FU Xing-wei, . Model test of failure mechanism of tunnel with flexible joint crossing active fault under strike-slip fault dislocation [J]. Rock and Soil Mechanics, 2022, 43(1): 37-50. |
[13] | HE Jiang, XIAO Shi-guo, . Calculation method for seismic permanent displacement of assembled multi-step cantilever retaining walls [J]. Rock and Soil Mechanics, 2021, 42(7): 1971-1982. |
[14] | LIU Hui, ZHENG Jun-jie, ZHANG Rong-jun. System failure probability analysis of cohesive slope considering the spatial variability of undrained shear strength [J]. Rock and Soil Mechanics, 2021, 42(6): 1529-1539. |
[15] | SONG Zhan-ping, GUO De-sai, XU Tian, HUA Wei-xiong, . Risk assessment model in TBM construction based on nonlinear fuzzy analytic hierarchy process [J]. Rock and Soil Mechanics, 2021, 42(5): 1424-1433. |
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