Rock and Soil Mechanics ›› 2022, Vol. 43 ›› Issue (10): 2873-2886.doi: 10.16285/j.rsm.2022.00006
• Geotechnical Engineering • Previous Articles Next Articles
SHARAFUTDINOV Rafael
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[1] | ZHUANG Xin-shan, ZHOU Rong, ZHOU Mu-kai, TAO Gao-liang, JIN He-yi. Influence of pore solution on cumulative deformation and damping ratio of expansive soil under cyclic loading [J]. Rock and Soil Mechanics, 2022, 43(S2): 1-10. |
[2] | ZHANG Tao, XU Wei-ya, MENG Qing-xiang, WANG Huan-ling, YAN Long, QIAN Kun, . Experimental investigation on the mechanical characteristics of columnar jointed rock mass samples based on 3D printing technology [J]. Rock and Soil Mechanics, 2022, 43(S2): 245-254. |
[3] | LIU Han-xiang, BIE Peng-fei, LI Xin, WEI Ying-song, WANG Ming-xuan, . Mechanical properties and energy dissipation characteristics of phyllite under triaxial multi-stage cyclic loading and unloading conditions [J]. Rock and Soil Mechanics, 2022, 43(S2): 265-274. |
[4] | LI Shui-jiang, TONG Yan-guang, WANG Jun, YING Meng-jie, LIU Fei-yu, . Cyclic shear properties of gravel-geogrid interface under bidirectional cyclic loading [J]. Rock and Soil Mechanics, 2022, 43(S2): 291-298. |
[5] | ZHONG Wei, ZHANG Shuai, HE Na, . Experimental study on soil arch behind anti-slide pile based on relative deformation method [J]. Rock and Soil Mechanics, 2022, 43(S2): 315-326. |
[6] | LUO Wei-ping, YUAN Da-jun, JIN Da-long, LU Ping, CHEN Jian, GUO Hai-peng, . Centrifugal model test on relationship between support pressure of shield tunnel face and ground deformation in water rich sand strata [J]. Rock and Soil Mechanics, 2022, 43(S2): 345-354. |
[7] | LE Zhi-hua, YU Qing-lei, YANG Tian-hong, CAO Yong-sheng, ZHENG Hao-tian, DENG Wen-xue. Compressive bearing and force transmission characteristics of granular backfill under lateral confinement [J]. Rock and Soil Mechanics, 2022, 43(S2): 362-372. |
[8] | ZHU Tao, YIN Xiang, WANG Cheng-tang, MIN Hong, WANG Hao, CHEN Yu, HE Jun-lin, . Deformation evolution law and formation mechanism of landslide in north stope of Taihe mine, Xichang [J]. Rock and Soil Mechanics, 2022, 43(S2): 392-400. |
[9] | WANG Dong-yong, CHEN Xi, WANG Fang-yu, PENG Li-yun, QI Ji-lin, . Analysis of geotechnical strain localization based on penalty-based couple stress theory [J]. Rock and Soil Mechanics, 2022, 43(S2): 533-540. |
[10] | LUO Guan-yong, ZHONG Miao, CAO Hong, PAN Hong, . Measured data and numerical simulation analysis of shield tunneling in sand [J]. Rock and Soil Mechanics, 2022, 43(S2): 563-574. |
[11] | ZHENG Sen, LI Wei-hua, CUI Jie, LI Ya-dong, . Development and performance test of a stiffness-variable multidirectional laminar shear model container [J]. Rock and Soil Mechanics, 2022, 43(S2): 616-625. |
[12] | WANG Lei, ZHANG Li-ting, SHEN Si-dong, XU Yong-fu, XIA Xiao-he, . Axisymmetric consolidation characteristics for unsaturated soils under piece-wise cyclic load [J]. Rock and Soil Mechanics, 2022, 43(S1): 203-212. |
[13] | KUANG Zhi-hao, LI Shao-jun, DU Can-xun, QIU Shi-li, LIN Man-qing, DU San-lin, . Evaluation index of rock brittleness considering stress change rate [J]. Rock and Soil Mechanics, 2022, 43(S1): 293-300. |
[14] | HU He-xiang, YAO Yang-ping, LUO Ting, JIN Xiao-fei, . Soil strength equation under plane strain condition based on Lade-Duncan criterion [J]. Rock and Soil Mechanics, 2022, 43(S1): 389-396. |
[15] | AN Ran, KONG Ling-wei, SHI Wen-zhuo, GUO Ai-guo, ZHANG Xian-wei, . In-situ stiffness decay characteristics and its numerical descriptions of structured clays [J]. Rock and Soil Mechanics, 2022, 43(S1): 410-418. |
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