Rock and Soil Mechanics ›› 2022, Vol. 43 ›› Issue (S2): 275-281.doi: 10.16285/j.rsm.2021.1045
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
DU Chun-xue1, XU Chao1, 2, YANG Yang1, 2, PENG Shan-tao1, ZHANG Peng-cheng3
CLC Number:
[1] | CHENG Wen-chieh, HU Wen-le, YUAN Ke, WEN Shao-jie, . Study on the enhancement and degradation mechanisms of urease mineralization and its application in strengthening water resistance of antique-style clay tiles [J]. Rock and Soil Mechanics, 2022, 43(S2): 255-264. |
[2] | LIU Jie, CUI Yu-yu, LU Zheng, YAO Hai-lin, . Preliminary study on influencing factors and discrimination methods of dispersity of dispersive clay [J]. Rock and Soil Mechanics, 2022, 43(S1): 237-244. |
[3] | ZHENG Li-fu, GAO Yong-tao, ZHOU Yu, HUANG Chang-fu, CHENG Ye, . Research on primary thickness selection method of straight-wall arched frozen wall based on shear failure theory of clay stratum [J]. Rock and Soil Mechanics, 2022, 43(S1): 397-409. |
[4] | 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. |
[5] | LIAO Wen-wang, JI Jian, ZHANG Tong, WU Zhi-jun, ZHANG Jie, . Time-dependent hazard assessment of rainfall-induced shallow landslides considering the spatial variability of soil permeability [J]. Rock and Soil Mechanics, 2022, 43(S1): 623-632. |
[6] | LIU Yan-jing, WANG Lu-jun, ZHU Bin, CHEN Yun-min, . An elastoplastic constitutive model for hydrate-bearing sediments considering the effects of filling and bonding [J]. Rock and Soil Mechanics, 2022, 43(9): 2471-2482. |
[7] | YU Hong-dan, WANG Zhen, CHEN Wei-zhong, LI Fan-fan, MA Yong-shang, YANG Hai-yan, . Experimental study on the hydro-mechanical behavior of a clayey rock [J]. Rock and Soil Mechanics, 2022, 43(8): 2165-2175. |
[8] | YAO Yun-qi, ZENG Run-qiang, MA Jian-hua, MENG Xiang-pei, WANG Hong, ZHANG Zong-lin, MENG Xing-min, . Reliability analysis of slope under rainfall infiltration considering preferential flow model [J]. Rock and Soil Mechanics, 2022, 43(8): 2305-2316. |
[9] | LI Ming-feng, WANG Yong-zheng, ZHANG Ting-ting, . Experimental study of cyclic dynamic behaviors of saturated soft clay in three-dimensional stress state [J]. Rock and Soil Mechanics, 2022, 43(6): 1523-1532. |
[10] | LI Ning, PAN Hang, ZHANG Mao-jian, ZHANG Hui-li, LI Xin-zhen, XU Jian-cong, . Influence of rainfall patterns on anti-seepage performance of capillary barrier covers [J]. Rock and Soil Mechanics, 2022, 43(6): 1546-1556. |
[11] | JIAO Yu-qi, HE Lin-lin, LIANG Yue, LIU Xu-fei, . Study of vertical bearing capacity of spudcan foundations considering strain-softening effect of structured clay [J]. Rock and Soil Mechanics, 2022, 43(5): 1374-1382. |
[12] | ZHU Wen-bo, DAI Guo-liang, WANG Bo-chen, GONG Wei-ming, WANG Hai-bo, ZHANG Yu, . Unloading creep of soft clay and long-term uplift bearing characteristics of suction caisson foundation [J]. Rock and Soil Mechanics, 2022, 43(3): 669-678. |
[13] | WANG Hai-bo, LÜ Wei-hua, WU Zhuang, ZHU Wen-bo, . Shear characteristics of saturated clay under different temperature stress path [J]. Rock and Soil Mechanics, 2022, 43(3): 679-687. |
[14] | WANG Hai-man, NI Wan-kui. Prediction model of saturated/unsaturated permeability coefficient of compacted loess with different dry densities [J]. Rock and Soil Mechanics, 2022, 43(3): 729-736. |
[15] | ZHAN Liang-tong, YIN Zhao-yu, CHEN Ping, WANG Shun-yu, CHEN Wei-wu, JIANG Jian-liang, GUAN Ren-qiu. Pressure filtration dewatering performance of sand-washing slurry and rapid test method [J]. Rock and Soil Mechanics, 2022, 43(3): 769-776. |
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