Rock and Soil Mechanics ›› 2021, Vol. 42 ›› Issue (8): 2207-2214.doi: 10.16285/j.rsm.2021.0118
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
CHEN Dong, LI Hong-jun, ZHU Kai-bin
CLC Number:
| [1] | DENG Qi-ning, CUI Yu-long, WANG Jiong-chao, ZHENG Jun, XU Chong, . ChatGPT-assisted programming approach for three-dimensional slope stability calculation [J]. Rock and Soil Mechanics, 2025, 46(S1): 322-334. |
| [2] | XU Quan, HOU Jing, YANG Jian, YANG Xin-guang, NI Shao-hu, CHEN Xin. Fine stability analysis of rock slope based on synthetic rock mass technology [J]. Rock and Soil Mechanics, 2025, 46(7): 2062-2070. |
| [3] | DENG Dong-ping, XU Run-dong, PENG Yi-hang, WEN Sha-sha. Limit equilibrium method based on mode of slip surface stress analysis for slope stability under the characteristics of spatial heterogeneity and anisotropy in soil strength [J]. Rock and Soil Mechanics, 2025, 46(1): 55-72. |
| [4] | LIN Bin-qiang, ZHANG De-sheng, JIAN Wen-bin, DOU Hong-qiang, WANG Hao, FAN Xiu-feng, . Response of vegetated slope stability under wind-driven rain conditions [J]. Rock and Soil Mechanics, 2024, 45(9): 2765-2774. |
| [5] | 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. |
| [6] | LIU Wei, XU Chang-jie, DU Hao-dong, ZHU Huai-long, WANG Chang-hong. Stability analysis of overconsolidated unsaturated red clay slope based on modified UH model [J]. Rock and Soil Mechanics, 2024, 45(4): 1233-1241. |
| [7] | 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. |
| [8] | DENG Dong-ping, PENG Yi-hang, LIU Meng-qi, LI Yuan-yuan. Limit equilibrium method for analyzing slope stability with nonlinear failure characteristics considering the coupling relationship of polar diameter, stress, and strength of the slip surface [J]. Rock and Soil Mechanics, 2024, 45(11): 3235-3258. |
| [9] | FENG Song, ZHENG Ying-ren, GAO Hong, . A new Drucker-Prager criterion for geomaterials under conventional triaxial stress condition [J]. Rock and Soil Mechanics, 2024, 45(10): 2919-2928. |
| [10] | QU Xiao-lei, ZHANG Yun-kai, CHEN You-ran, CHEN You-yang, QI Cheng-zhi, . Stability analysis of fractured rock slope based on seepage-deformation coupling model using numerical manifold method [J]. Rock and Soil Mechanics, 2024, 45(1): 313-324. |
| [11] | ZHOU Xiao-min, MA Wen-zhu, ZHANG Song, SONG Yi-xiang, LIU Yong, HE Xiao-nan, . Analytical method for surrounding rock reinforced by bolts-grouting in tunnel under seepage [J]. Rock and Soil Mechanics, 2023, 44(S1): 206-220. |
| [12] | XIAO Guo-feng. An improved overload limit equilibrium method of rock blocks [J]. Rock and Soil Mechanics, 2023, 44(2): 425-432. |
| [13] | 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. |
| [14] | ZHANG Wen-lian, SUN Xiao-yun, CHEN Yong, JIN Shen-yi, . Slope stability analysis method based on compressive strength reduction of rock mass [J]. Rock and Soil Mechanics, 2022, 43(S2): 607-615. |
| [15] | SADEGHI Hamed, KOLAHDOOZ Ali, AHMADI Mohammad-Mehdi. Slope stability of an unsaturated embankment with and without natural pore water salinity subjected to rainfall infiltration [J]. Rock and Soil Mechanics, 2022, 43(8): 2136-2148. |
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