Rock and Soil Mechanics ›› 2020, Vol. 41 ›› Issue (7): 2432-2440.doi: 10.16285/j.rsm.2019.0939
• Geotechnical Engineering • Previous Articles Next Articles
TONG Xing1, YUAN Jing1, JIANG Ye-xiang2, LIU Xing-wang1, LI Ying1
CLC Number:
[1] | YANG Si-meng, PENG Jie, WEN Zhi-li, LIU Zhi-ming, LENG Meng, XU Peng-xu, . Application of concentrated seawater as calcium source solution in sand reinforcement using MICP [J]. Rock and Soil Mechanics, 2021, 42(3): 746-754. |
[2] | LU Liang, HE Lin-yao, WANG Zong-jian, KATSUHIKO ARAI, . Partition calculation theory of horizontal displacement in reinforced earth retaining wall under earthquake [J]. Rock and Soil Mechanics, 2021, 42(2): 401-410. |
[3] | LI Li-bing, HOU Xing-min, LI Yuan-dong, . A finite element method for calculating the influence radius of foundation pit dewatering [J]. Rock and Soil Mechanics, 2021, 42(2): 574-580. |
[4] | XU Ri-qing, CHENG Kang, YING Hong-wei, LIN Cun-gang, LIANG Rong-zhu, FENG Su-yang, . Deformation response of a tunnel under foundation pit unloading considering buried depth and shearing effect [J]. Rock and Soil Mechanics, 2020, 41(S1): 195-207. |
[5] | GUO Jian, CHEN Jian, HU Yang. Time series prediction for deformation of the metro foundation pit based on wavelet intelligence model [J]. Rock and Soil Mechanics, 2020, 41(S1): 299-304. |
[6] | CHU Feng, ZHANG Hong-gang, SHAO Sheng-jun, DENG Guo-hua, . Experimental study on mechanical deformation and corrosion resistance characteristics of loess reinforced with synthetic waste cloth fiber yarn [J]. Rock and Soil Mechanics, 2020, 41(S1): 394-403. |
[7] | ZENG Chao-feng, XUE Xiu-li, SONG Wei-wei, LI Miao-kun, BAI Ning. Mechanism of foundation pit deformation caused by dewatering before soil excavation: an experimental study [J]. Rock and Soil Mechanics, 2020, 41(9): 2963-2972. |
[8] | DUAN Jun-yi, YANG Guo-lin, HU Min, QIU Ming-ming, YU Yun, . Experimental study on deformation characteristics of reinforced soil cushion subjected to loading and unloading [J]. Rock and Soil Mechanics, 2020, 41(7): 2333-2341. |
[9] | XIAO Shi-guo, LIU Hang, YU Xin-zuo. Analysis method of seismic overall stability of soil slopes retained by gravity walls anchored horizontally with flexible reinforcements [J]. Rock and Soil Mechanics, 2020, 41(6): 1836-1844. |
[10] | RONG Chi, CHEN Wei-zhong, YUAN Jing-qiang, ZHANG Zheng, ZHANG Yi, ZHANG Qing-yan, LIU Qi, . Study on new sodium silicate-ester grouting material and its properties of grouted-sand [J]. Rock and Soil Mechanics, 2020, 41(6): 2034-2042. |
[11] | WANG Cheng-tan, WANG Hao, QIN Wei-min, ZHONG Guo-qiang, CHEN Wu, . Evaluation of collapse possibility of deep foundation pits in metro stations based on multi-state fuzzy Bayesian networks [J]. Rock and Soil Mechanics, 2020, 41(5): 1670-1679. |
[12] | WANG Hong-xin, SHEN Xu-kai, . Heave-resistant stability analysis method of foundation pit considering support [J]. Rock and Soil Mechanics, 2020, 41(5): 1680-1689. |
[13] | YANG Xue-xiang, JIAO Yuan-fa, YANG Yu-yi, . Development and test of aerated inflation controlled anchors [J]. Rock and Soil Mechanics, 2020, 41(3): 869-876. |
[14] | WANG Guo-hui, CHEN Wen-hua, NIE Qing-ke, CHEN Jun-hong, FAN Hui-hong, ZHANG Chuan, . Impacts of pit excavation on foundation piles in deep silty soil by centrifugal model tests [J]. Rock and Soil Mechanics, 2020, 41(2): 399-407. |
[15] | CHEN He, ZHANG Yu-fang, ZHANG Xin-min, WEI Shao-wei, . Full-scale model experiments on anti-sliding characteristics of high-pressure grouting steel-tube micropiles [J]. Rock and Soil Mechanics, 2020, 41(2): 428-436. |
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