Rock and Soil Mechanics ›› 2022, Vol. 43 ›› Issue (9): 2581-2591.doi: 10.16285/j.rsm.2021.1936
• Geotechnical Engineering • Previous Articles Next Articles
ZHU Yan-peng1, 2, WU Lin-ping1, 2, SHI Duo-bang1, 2, ZHAO Zhuang-fu1, 2, LÜ Xiang-xiang1, 2, DUAN Xin-guo1, 2
CLC Number:
[1] | WU Jia-ming, CHEN Jian, CHEN Guo-liang, ZHONG Yu, DAI Lin-fa-bao, CHEN Bin, WU Zhe, . Construction simulation method of metro foundation pit based on BIM technology [J]. Rock and Soil Mechanics, 2022, 43(S1): 553-566. |
[2] | MO Pin-qiang, LIU Yao, HUANG Zi-feng, TENG Hong-bo, CHEN Bin, TAO Xiang-ling, . Compatibility of deformation and spatial effects for retaining pile, crown beam and braces under complex retaining conditions of deep foundation pit [J]. Rock and Soil Mechanics, 2022, 43(9): 2592-2601. |
[3] | WANG Zu-xian, SHI Cheng-hua, GONG Chen-jie, CAO Cheng-yong, LIU Jian-wen, PENG Zhu, . Analytical method to estimate the influence of foundation pit excavation adjacent to the station (working shaft) on the underlying shield tunnel [J]. Rock and Soil Mechanics, 2022, 43(8): 2176-2190. |
[4] | FENG Zhong-ju, MENG Ying-ying, ZHANG Cong, LAI De-jin, ZHU Ji-xin, LIN Lu-yu, . Dynamic response and p-y curve of pile groups in liquefaction site under strong earthquake [J]. Rock and Soil Mechanics, 2022, 43(5): 1289-1298. |
[5] | LAN Wei, WANG Wei-dong, CHANG Lin-yue, . Field pumping test and soil layer deformation analysis of super large scale deep foundation pit engineering [J]. Rock and Soil Mechanics, 2022, 43(10): 2898-2910. |
[6] | ZHANG Zhi-guo, SHEN An-xin, ZHANG Cheng-ping, PAN Y. T., WU Zhong-ten, . Analytical solution to initial intrusion static equilibrium of steel catenary riser in touchdown zone on seabed based on nonlinear Pasternak foundation model [J]. Rock and Soil Mechanics, 2021, 42(9): 2355-2374. |
[7] | SHEN Yu-peng, WANG Du-li, LIN Yuan-rong, TANG Tian-xiao, LIU Xin, . On the effect of prevention measures against horizontal frost heave of foundation pits over winter [J]. Rock and Soil Mechanics, 2021, 42(5): 1434-1442. |
[8] | 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. |
[9] | 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. |
[10] | 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. |
[11] | 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. |
[12] | WAN Jian-hong, ZHENG Xiang-zhi, OUYANG Wei-hang, LIU Si-wei, LI Xue-you. Stability analysis of single pile base on efficient finite-element method [J]. Rock and Soil Mechanics, 2020, 41(8): 2805-2813. |
[13] | 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. |
[14] | 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. |
[15] | 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. |
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