Finite element analysis of axial bearing capacity behavior of pile foundation in calcareous sediments

被引:0
|
作者
Peng, Fang-Le [1 ,2 ]
Gao, Wei [2 ]
Kiyosumi, Makoto [3 ]
Ohuchi, Masatoshi [3 ]
机构
[1] Department of Geotechnical Engineering, Tongji University, Shanghai 200092, China
[2] Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education, Tongji University, Shanghai 200092, China
[3] Technical Development Division, Shiraishi Corporation, Tokyo 116024, Japan
来源
Yantu Lixue/Rock and Soil Mechanics | 2009年 / 30卷 / 09期
关键词
Analytical results - Calcareous sand - Calcareous sediments - Elastic-perfectly plastic material - Elasto-plastic finite element analysis - Plugging effect - Strength reduction factors - Vertical loadings;
D O I
暂无
中图分类号
学科分类号
摘要
引用
收藏
页码:2792 / 2798
相关论文
共 50 条
  • [31] Finite element analysis of vibration reduction of pile and board foundation
    Dept. of Eng. Mech., Tsinghua Univ., Beijing 100084, China
    Gongcheng Lixue/Engineering Mechanics, 2002, 19 (06): : 39 - 43
  • [32] Bearing capacity and stiffness of pile group foundation
    Norkus, Arnoldas
    Martinkus, Vaidas
    13TH INTERNATIONAL CONFERENCE MODERN BUILDING MATERIALS, STRUCTURES AND TECHNIQUES (MBMST 2019), 2019, : 443 - 448
  • [33] Reliability analysis of bearing capacity of foundation piles considering pile foundation design approach
    Bian, Xiao-Ya
    Zheng, Jun-Jie
    Xu, Zhi-Jun
    Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering, 2013, 35 (SUPPL.2): : 1099 - 1102
  • [34] Research review on bearing capacity behavior of pile foundation under lateral load
    Zhang, Jianwei
    Yuan, Hue
    Zhang, Shihong
    ADVANCES IN INDUSTRIAL AND CIVIL ENGINEERING, PTS 1-4, 2012, 594-597 : 2740 - 2743
  • [35] Reliability analysis of bearing capacity of multi-pile composite foundation
    College of Civil Engineering and Mechanics, Huazhong University of Science and Technology, Wuhan 430074, China
    Huazhong Ligong Daxue Xuebao, 2007, 10 (119-121+128):
  • [36] Reliability analysis of bearing capacity of composite foundation with deep mixing pile
    Xiao, Ming
    Gong, Xiaonan
    Huang, Guanglong
    Zhejiang Daxue Xuebao (Ziran Kexue Ban)/Journal of Zhejiang University (Natural Science Edition), 2000, 34 (04): : 351 - 354
  • [37] Finite element analysis on failure mechanism and bearing capacity behavior of inhomogeneous subsoil
    Yuan, Fan-Fan
    Luan, Mao-Tian
    Yan, Shu-Wang
    Lin, Yuan
    Yanshilixue Yu Gongcheng Xuebao/Chinese Journal of Rock Mechanics and Engineering, 2005, 24 (06): : 929 - 933
  • [38] Finite element analysis of Cosserat continuum for progressive failure and limit bearing capacity of soil foundation
    State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology, Dalian 116023, China
    不详
    Rock Soil Mech, 2007, 11 (2259-2264):
  • [39] Finite element analysis of Cosserat continuum for progressive failure and limit bearing capacity of soil foundation
    Tang Hong-xiang
    Li Xi-kui
    ROCK AND SOIL MECHANICS, 2007, 28 (11) : 2259 - 2264
  • [40] Bearing capacity of ring foundation due to various loading positions by finite element limit analysis
    Vali, Ramin
    Beygi, Majid
    Saberian, Mohammad
    Li, Jie
    COMPUTERS AND GEOTECHNICS, 2019, 110 : 94 - 113