Rock and Soil Mechanics ›› 2023, Vol. 44 ›› Issue (S1): 206-220.doi: 10.16285/j.rsm.2022.0980
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
ZHOU Xiao-min1, 2, MA Wen-zhu1, 2, ZHANG Song1, SONG Yi-xiang3, LIU Yong1, HE Xiao-nan4
CLC Number:
| [1] | JIANG Xue-hui, YAN Jian-wei, LUO Wen-jun, LI Jia-bao, XU Chang-jie. Analytical solution for mechanical properties of tunnel influenced by longitudinal pressure and reinforced steel plate [J]. Rock and Soil Mechanics, 2024, 45(6): 1623-1632. |
| [2] | XIAO Ming-qing, XU Chen, CUI Lan, SHENG Qian, CHEN Jian, XIE Bi-ting, YAN Qing-ming, . Experimental study on bearing capacity of systematic bolt support based on total safety factor method [J]. Rock and Soil Mechanics, 2024, 45(6): 1743-1754. |
| [3] | THENDAR Yoshua, LIM Aswin. Investigation into RFD system for deep excavation considering diaphragm wall joints [J]. Rock and Soil Mechanics, 2024, 45(12): 3717-3727. |
| [4] | SUN Chuang, LAN Si-qi, TAO Qi, GUAN Xi-bin, HAN Xi-ping. Upper bound analysis of three-dimensional progressive collapse mechanism of deep tunnel roof with weak surrounding rock [J]. Rock and Soil Mechanics, 2023, 44(9): 2471-2484. |
| [5] | ZHANG Shuo-cheng, CHEN Wen-hua. Dynamic response of a lined tunnel in cold regions considering anisotropic frost heave [J]. Rock and Soil Mechanics, 2023, 44(5): 1467-1476. |
| [6] | XIAO Guo-feng. An improved overload limit equilibrium method of rock blocks [J]. Rock and Soil Mechanics, 2023, 44(2): 425-432. |
| [7] | RUAN Yong-fen, ZHANG Qian, QIAO Wen-jian, PEI Li-hua, YAN Ming, GUO Yu-hang, . Construction risk assessment of shield crossing existing bridge based on C-V-T model [J]. Rock and Soil Mechanics, 2023, 44(2): 552-562. |
| [8] | LI Yu-ting, CHEN Xiao-bin, HE Peng-peng, . Reliability of offshore plate anchor design in sand for uplift limit state [J]. Rock and Soil Mechanics, 2023, 44(12): 3495-3500. |
| [9] | 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. |
| [10] | 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. |
| [11] | YUAN Shuai, FENG De-wang, ZHANG Sen-hao, XING Yun-peng, KE Zun-qi, . Stability analysis of shield tunnel face considering spatial variability of hydraulic parameters [J]. Rock and Soil Mechanics, 2022, 43(11): 3153-3162. |
| [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] | CHEN Dong, LI Hong-jun, ZHU Kai-bin. Vector sum analysis method for slope stability based on new main sliding trend direction [J]. Rock and Soil Mechanics, 2021, 42(8): 2207-2214. |
| [14] | 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. |
| [15] | ZHANG Rui-huan, YE Shuai-hua, TAO Hui. Stability analysis of multistage homogeneous loess slopes by improved limit equilibrium method [J]. Rock and Soil Mechanics, 2021, 42(3): 813-825. |
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