Rock and Soil Mechanics ›› 2020, Vol. 41 ›› Issue (5): 1680-1689.doi: 10.16285/j.rsm.2019.1295
• Geotechnical Engineering • Previous Articles Next Articles
WANG Hong-xin1, 2, 3, SHEN Xu-kai1
CLC Number:
[1] | 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. |
[2] | 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. |
[3] | 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. |
[4] | 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. |
[5] | TONG Xing, YUAN Jing, JIANG Ye-xiang, LIU Xing-wang, LI Ying, . Calculation of layered unloading additional stress of foundation pit based on Mindlin solution and the analysis of multiple factors influencing the rebound deformation [J]. Rock and Soil Mechanics, 2020, 41(7): 2432-2440. |
[6] | 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. |
[7] | 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. |
[8] | 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. |
[9] | WEI Gang, ZHANG Xin-hai, LIN Xin-bei, HUA Xin-xin, . Variations of transverse forces on nearby shield tunnel caused by foundation pits excavation [J]. Rock and Soil Mechanics, 2020, 41(2): 635-644. |
[10] | CHEN Bao-guo, YAN Teng-fei, WANG Cheng-peng, ZONG Qiu-lei, . Experimental study on compatible deformation of diaphragm wall support system for deep foundation pit [J]. Rock and Soil Mechanics, 2020, 41(10): 3289-3299. |
[11] | GUO Yuan-cheng, LI Ming-yu, ZHANG Yan-wei, . Incremental analytical method for prestressed anchor and soil nail wall composite support system [J]. Rock and Soil Mechanics, 2019, 40(S1): 253-258. |
[12] | DING Zhi, ZHANG Xiao, JIN Jie-ke, WANG Li-zhong, . Measurement analysis on whole excavation of foundation pit and deformation of adjacent metro tunnel [J]. Rock and Soil Mechanics, 2019, 40(S1): 415-423. |
[13] | SHEN Hong, LI Xiao, LEI Mei-qing, XU Wen-bo, YU Xiu-ling, . Conception and model test of shear bond supporting system [J]. Rock and Soil Mechanics, 2019, 40(7): 2574-2580. |
[14] | YU Yu, LIU Xin-rong, LIU Yong-quan, . Field experimental investigation on prestress loss law of anchor cable in foundation pits [J]. Rock and Soil Mechanics, 2019, 40(5): 1932-1939. |
[15] | ZHONG Guo-qiang, WANG Hao, KONG Li, WANG Cheng-tang, . Evaluation of the possibility of foundation pit collapse with " diaphragm wall+ support" based on T-S fuzzy fault tree [J]. Rock and Soil Mechanics, 2019, 40(4): 1569-1576. |
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