Journal of Shandong University(Engineering Science) ›› 2022, Vol. 52 ›› Issue (1): 58-65.doi: 10.6040/j.issn.1672-3961.0.2021.076

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Deformation analysis of frame structure foundation pit based on inclined pile support

ZHANG Fuhai1, ZHOU Yushi2, LIU Xuegang3, QIN Chengshuai3, SUN Zizheng3, ZHANG Yiming1*   

  1. 1. School of Civil and Transportation Engineering, Hebei University of Technology, Tianjin 300401, China;
    2. Shanghai Chengdi Geotechnical Design Co., Ltd., Shanghai 201800, China;
    3. School of Qilu Transportation Engineering, Shandong University, Jinan 250061, Shandong, China;
  • Published:2022-02-21

CLC Number: 

  • TU443
[1] 郑刚,何晓佩,周海祚,等.基坑斜—直交替支护桩工作机理分析[J].岩土工程学报,2019,41(增刊1):97-100. ZHENG Gang, HE Xiaopei, ZHOU Haizuo, et al. Analysis of working mechanism of foundation pit inclined-straight alternate supporting pile[J].Journal of Geotechnical Engineering, 2019, 41(Suppl.1):97-100.
[2] TROCHANIS A M, BIELAK J, CHRISTIANO P.Three-dimensional nonlinear study of piles[J].Journal of Geotechnical Engineering, 1991, 117(3):429-447.
[3] 袁廉华, 陈仁朋, 孔令刚,等. 轴向荷载对斜桩水平承载特性影响试验及理论研究[J]. 岩土力学,2013,34(7):1958-1964. YUAN Lianhua, CHEN Renpeng, KONG Linggang, et al. Experimental and theoretical study on influence of axial load on horizontal bearing characteristics of inclined pile[J].Geotechnical Mechanics, 2013, 34(7):1958-1964.
[4] SOROCHAN E A, BYKOV V I. Performance of groups of cast-in place piles subject to horizontal loading[J]. Soil Mechanics and Foundation Engineering, 1976, 13(3):157-161.
[5] JAIN N K, RANJAN G, RAMASAMY G. Effect of vertical load on flexural behavior of piles[J].Geotechnical Engineering, 1987(18):185-204.
[6] MU L, HUANG M, LIAN K. Analysis of pile-raft foundations under complex loads in layered soils[J]. International Journal for Numerical & Analytical Methods in Geomechanics, 2014, 38(3):256-280.
[7] 冯凯, 木林隆, 张静,等.竖向荷载对砂土中大直径桩水平加载反应的影响[J].地下空间与工程学报,2015,11(增刊1):53-58. FENG Kai, MU Linlong, ZHANG Jing, et al. Influence of vertical load on horizontal loading response of large diameter pile in sand [J].Journal of Underground Space and Engineering, 2015, 11(Suppl.1):53-58.
[8] RAJASHREE S S, SITHARAM T G. Nonlinear finite-element modeling of batter piles under lateral load[J]. Journal of Geotechnical & Geoenvironmental Engineering, 2001, 127(7):604-612.
[9] 杨幸福. 斜桩动态测试仿真研究[D].武汉: 华中科技大学, 2010. YANG Xingfu. Simulation study on dynamic test of inclined pile[D]. Wuhan:Huazhong University of Science and Technology, 2010.
[10] 凌道盛, 任涛,王云岗.砂土地基斜桩水平承载特性p-y曲线法[J].岩土力学,2013,34(1):155-162. LING Daosheng, REN Tao, WANG Yungang. p-y curve method for horizontal bearing characteristics of inclined pile in sandy soil foundation[J].Geotechnical Mechanics, 2013, 34(1):155-162.
[11] 王玉生,高华喜. 桩土作用下斜桩对高桩码头岸坡稳定性的影响[J]. 水运工程,2016(8):46-49. WANG Yusheng, GAO Huaxi. Influence of inclined pile on stability of high piled wharf slope under pile-soil interaction[J].Water Transport Engineering, 2016(8):46-49.
[12] ROSCOE K H. On the generalized stress-strain behavior of 'wet' clay[J]. Engineering Plasticity, 1968:535-609.
[13] 董林伟. 数值模拟中常用岩土本构模型及其参数研究[D].青岛:青岛理工大学, 2011. DONG Linwei. Study on constitutive models and parameters of rock and soil in numerical simulation[D]. Qingdao: Qingdao University of Technology, 2011.
[14] 孙洋波. 软土地区深基坑工程逆作法数值分析及实测研究[D].上海:同济大学,2006. SUN Yangbo. Numerical analysis and experimental study on top down construction method of deep foundation pit in soft soil area[D]. Shanghai: Tongji University, 2006.
[15] 舒中潘,钱江澎,唐晓玲. 墙土体参数对地下连续墙基础沉降数值模拟的影响[J]. 四川地质学报,2013(2):225-228. SHU Zhongpan, QIAN Jiangpeng, TANG Xiaoling. Influence of wall soil parameters on Numerical Simulation of diaphragm wall foundation settlement[J]. Acta Geologica Sichuan, 2013(2):225-228.
[16] 张志方. 上海地区软土深基坑开挖数值模拟与分析[D].广州:广东工业大学, 2017. ZHANG Zhifang. Numerical simulation and analysis of deep foundation pit excavation in soft soil in Shanghai [D]. Guangzhou: Guangdong University of Techno-logy, 2017.
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