Mechanical model of pile-soil work together

被引：0
|
作者：
Zhang, Sujuan [1 ]
机构：
[1] Shandong Jiaotong Univ, Sch Civil Engn, Jinan 250023, Shandong, Peoples R China
来源：
ADVANCES IN CIVIL AND INDUSTRIAL ENGINEERING IV | 2014年 / 580-583卷
关键词：
pile-soil-foundation; mechanical model; the analytic method;
D O I：
10.4028/www.scientific.net/AMM.580-583.628
中图分类号：
T [工业技术];
学科分类号：
08 ;
摘要：
Come up with of pile-soil-(foundation) pile cap interaction grounded upon penetration deformation of pile ends and compression of soil between piles. Hyperbolic model is adopted to simulate the development of tip resistance and side resistance in accordance with deformation to reflect the nonlinearity of pile-soil work, Boussinesq solution is utilized to calculate the stresses generated in soil by foundation (pile cap) plate, Mindlin stress solution is used to calculate the stress produced in the soil between piles by side resistance and end resistance, and the stress of soil is the superposition of the two solutions.
引用
收藏
页码：628 / 631
页数：4
相关论文
共 50 条
  • [21] Pile-soil interface shear model of super long bored pile and its FEM simulation
    Li, Y.-H. (liyh109930@163.com), 1600, Academia Sinica (33):
  • [22] A SIMPLE-MODEL OF THE PILE-SOIL SYSTEM FOR VERTICAL CYCLIC LOADINGS
    SAWICKI, A
    SWINIANSKI, J
    TEJCHMAN, A
    PROCEEDINGS OF THE TWELFTH INTERNATIONAL CONFERENCE ON SOIL MECHANICS AND FOUNDATION ENGINEERING, VOL 2, 1989, : 1101 - 1104
  • [23] Optimum Design of Pile Raft Foundation on Pile-soil Interaction
    Wu, Sujuan
    Xiong, Zhongming
    Xu, Yuangang
    PROGRESS IN STRUCTURE, PTS 1-4, 2012, 166-169 : 497 - 500
  • [24] Model test study on microstructure characteristics of pile-soil interface of press-grouting pile
    Gao R.
    Deng C.
    Cai H.
    Shi Z.
    Huazhong Keji Daxue Xuebao (Ziran Kexue Ban)/Journal of Huazhong University of Science and Technology (Natural Science Edition), 2021, 49 (05): : 67 - 73
  • [25] Analysis of Pile-Soil Interaction of Gravel Pile Composite Foundation
    Kang, Xinchao
    Wang, Shijie
    Liu, Qing
    Ma, Jie
    ELECTRONIC JOURNAL OF GEOTECHNICAL ENGINEERING, 2016, 21 (01): : 79 - 87
  • [26] Pile-soil interface shear model of super long bored pile and its FEM simulation
    Wang Wei-dong
    Li Yong-hui
    Wu Jiang-bin
    ROCK AND SOIL MECHANICS, 2012, 33 (12) : 3818 - 3824
  • [27] Study on the softened property of pile-soil system
    Chen, Rugui
    He, Jishan
    Zhongnan Gongye Daxue Xuebao/Journal of Central South University of Technology, 1997, 28 (04): : 409 - 413
  • [28] Dynamic and static properties of pile-soil interface
    Tang, Qian
    Li, Yunan
    Electronic Journal of Geotechnical Engineering, 2014, 19 O : 3411 - 3421
  • [29] Pile-soil interaction in a retaining wall structure
    Hekkala, H
    Lotvonen, S
    Ravaska, O
    FOURTEENTH INTERNATIONAL CONFERENCE ON SOIL MECHANICS AND FOUNDATION ENGINEERING, VOL 2, 1997, : 1169 - 1172
  • [30] An improved constitutive model for pile-soil interface based on a statistical damage constitutive model
    Li Sai
    Wang You
    Qin Zhi-hao
    Liu Jian-hua
    ROCK AND SOIL MECHANICS, 2016, 37 (07) : 1947 - 1955
12345