›› 2018, Vol. 39 ›› Issue (S1): 446-452.doi: 10.16285/j.rsm.2017.2024
• Geotechnical Engineering • Previous Articles Next Articles
LIU Cheng-yu1,2, ZHANG Zhi-xiang1
CLC Number:
TU473
[1] | 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. |
[2] | 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. |
[3] | ZHANG Xiao-ling, ZHU Dong-zhi, XU Cheng-shun, DU Xiu-li, . Research on p-y curves of soil-pile interaction in saturated sand foundation in weakened state [J]. Rock and Soil Mechanics, 2020, 41(7): 2252-2260. |
[4] | 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. |
[5] | 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. |
[6] | 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. |
[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] | HE Zhi-jun, LEI Hao-cheng, XIA Zhang-qi, ZHAO Lian-heng. Analysis of settlement and internal force displacement of single pile in multilayer soft soil foundation [J]. Rock and Soil Mechanics, 2020, 41(2): 655-666. |
[11] | LIU Zhong-yu, XIA Yang-yang, ZHANG Jia-chao, ZHU Xin-mu. One-dimensional elastic visco-plastic consolidation analysis of saturated clay considering Hansbo’s flow [J]. Rock and Soil Mechanics, 2020, 41(1): 11-22. |
[12] | 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. |
[13] | 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. |
[14] | CHEN Dong, WANG En-yuan, LI Nan, . Study on wave field characteristics of different media models of coal and rock [J]. Rock and Soil Mechanics, 2019, 40(S1): 449-458. |
[15] | 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. |
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