Rock and Soil Mechanics ›› 2022, Vol. 43 ›› Issue (2): 416-422.doi: 10.16285/j.rsm.2021.0473
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
JIN Jia-xu1, DING Qian-shen1, 2, 3, LIU Lei2, 3, 4, WEI Wei2, 5, ZHANG Xiong6, ZHANG Chai2, 3, 7
CLC Number:
[1] | CHEN Rui, ZHANG Xing, HAO Ruo-yu, BAO Wei-xing. Shear strength deterioration of geopolymer stabilized loess under wet-dry cycles: mechanisms and prediction model [J]. Rock and Soil Mechanics, 2022, 43(5): 1164-1174. |
[2] | HU Hui-hua, HE Jian-qing, NIE Shi-cheng, . One-dimensional consolidation creep model for sandy grain muddy soil of Dongting Lake [J]. Rock and Soil Mechanics, 2022, 43(5): 1269-1276. |
[3] | ZHANG Yu-kun, QIN Ting-hui, LI Da-yong, WANG Chong-chong, . Model tests on installation behavior of modified suction caissons in layered soil [J]. Rock and Soil Mechanics, 2022, 43(5): 1317-1325. |
[4] | ZHOU Fu-chuan, TANG Hong-mei, WANG Lin-feng. Catastrophe prediction of compression-induced fracturing and failure for a tower-shaped unstable rock mass with gentle dip angle [J]. Rock and Soil Mechanics, 2022, 43(5): 1341-1352. |
[5] | LEI Hua-yang, WANG Lei, LIU Jing-jin, WANG Peng, ZHANG Wei-di, BO Yu, . Experimental analysis of chemical modification combined with vacuum preloading method for reinforcing dredger fill [J]. Rock and Soil Mechanics, 2022, 43(4): 891-900. |
[6] | WANG Yi-wei, LIU Run, SUN Ruo-han, XU Ze-wei. Macroscopic and mesoscopic correlation of granular materials based on rolling resistance linear contact model [J]. Rock and Soil Mechanics, 2022, 43(4): 945-956. |
[7] | DAI Bei-bing, LI Tian-qi, YANG Jun, LIU Feng-tao, . An experimental investigation of the fabric effect on angle of repose [J]. Rock and Soil Mechanics, 2022, 43(4): 957-968. |
[8] | ZHANG Qiang, WANG Jun-bao, SONG Zhan-ping, FENG Shi-jin, ZHANG Yu-wei, ZENG Tao, . Microstructure variation and empirical fatigue model of salt rock under cyclic loading [J]. Rock and Soil Mechanics, 2022, 43(4): 995-1008. |
[9] | WANG Tie-nan, ZHAI Yue, GAO Huan, LI Yu-bai, LI Yan, SUN Wei-zhen, YAN Ting-yun, . A macroscopic elastic model of coal-rock combined body under static compression before cracking [J]. Rock and Soil Mechanics, 2022, 43(4): 1031-1040. |
[10] | JIANG Zhong-ming, XIAO Zhe-zhen, TANG Dong, HE Guo-fu, XU Wei, . Prediction of water inflow in water-sealed oil storage caverns based on fracture seepage effect [J]. Rock and Soil Mechanics, 2022, 43(4): 1041-1047. |
[11] | ZHU Min, CHEN Xiang-sheng, ZHANG Guo-tao, PANG Xiao-chao, SU Dong, LIU Ji-qiang, . Parameter back-analysis of hardening soil model for granite residual soil and its engineering applications [J]. Rock and Soil Mechanics, 2022, 43(4): 1061-1072. |
[12] | GAO Yao-hui, ZHANG Chun-sheng, SU Fang-sheng, QIU Shi-li, . Mechanism of stress-induced spalling of deep hard rocks under shear boundary condition [J]. Rock and Soil Mechanics, 2022, 43(4): 1103-1111. |
[13] | ZHANG Wen-gang, GU Xin, LIU Han-long, ZHANG Qing, WANG Lin, WANG Lu-qi, . Probabilistic back analysis of soil parameters and displacement prediction of unsaturated slopes using Bayesian updating [J]. Rock and Soil Mechanics, 2022, 43(4): 1112-1122. |
[14] | LI Jing-pei, LIU Geng-yun, ZHOU Pan, . A semi-analytical solution for cavity undrained expansion in over-consolidated soils based on similarity transform theory [J]. Rock and Soil Mechanics, 2022, 43(3): 582-590. |
[15] | LIU Yun-he, WANG Qi, NING Zhi-yuan, MENG Xiao, DONG Jing, YANG Di-xiong, . Development of a linear parallel bond model considering damage and parameter influence analysis [J]. Rock and Soil Mechanics, 2022, 43(3): 615-624. |
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