An Analysis of Pile-Soil Interaction under Embankment Load

被引：1
|
作者：
Zhao, Min [1 ]
Cao, WeiPing [2 ]
机构：
[1] Xian Technol Univ, Xian 710032, Peoples R China
[2] Xian Univ Architecture & Technol, Xian 710055, Peoples R China
来源：
MATERIALS SCIENCE, CIVIL ENGINEERING AND ARCHITECTURE SCIENCE, MECHANICAL ENGINEERING AND MANUFACTURING TECHNOLOGY, PTS 1 AND 2 | 2014年 / 488-489卷
基金：
中国国家自然科学基金;
关键词：
Pile-soil interaction; Piled reinforced embankment; Skin friction; Neutral plane;
D O I：
10.4028/www.scientific.net/AMM.488-489.458
中图分类号：
T [工业技术];
学科分类号：
08 ;
摘要：
The complex interaction between the pile and surrounding soil significantly affects the behavior of the piled reinforced embankment. In this paper, a 3D numerical model of piled reinforced embankment was set up to explore the development of the settlement of the pile and the surrounding soft soils during the embankment filling as well as the subsequent consolidation of the soil. The evolution of the pile axial force, the skin friction and the neutral plane depth was also studied. The results show that the settlement of the pile and surrounding soil, the pile axial force, the skin friction along the pile shaft and the neutral plane depth during the embankment filling and the consolidation process experienced a complicated evolution.
引用
收藏
页码：458 / +
页数：2
相关论文
共 50 条
  • [21] 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
  • [22] Pile-Soil Stress Ratio and Settlement of Composite Foundation Bidirectionally Reinforced by Piles and Geosynthetics under Embankment Load
    Ma, Binhui
    Li, Zhuo
    Cai, Kai
    Liu, Meng
    Zhao, Minghua
    Chen, Bingchu
    Chen, Qiunan
    Hu, Zhiyong
    ADVANCES IN CIVIL ENGINEERING, 2021, 2021
  • [23] Pile-soil interaction under cyclic lateral load in loose sand: Experimental and numerical evaluations
    Basack, Sudip
    Karami, Mehrdad
    Karakouzian, Moses
    SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 2022, 162
  • [24] Investigations on Pile-Soil Interaction Using Image Analysis
    Sreelakshmi, G.
    Asha, M. N.
    Viswanath, Divya
    PANAM UNSATURATED SOILS 2017: FUNDAMENTALS, 2018, (301): : 466 - 475
  • [25] Calculation of the Pile-Soil Stress Ratio of a Composite Foundation with Core Pile Under High Fill Embankment
    Xiao, Zunqun
    Wang, Fuqi
    Wang, Xianya
    Shi, Yinlei
    Zuo, Guangheng
    SOIL MECHANICS AND FOUNDATION ENGINEERING, 2025, : 562 - 570
  • [26] Coupled pile-soil interaction analysis in undrained condition
    Fattah, M. Y.
    Salman, F. A.
    Al-Shakarchi, Y. J.
    Raheem, A. M.
    JOURNAL OF CENTRAL SOUTH UNIVERSITY, 2013, 20 (05) : 1376 - 1383
  • [27] Comparative study of pile-soil interaction analysis methods
    Li, Wei
    Chen, Fabo
    Xu, Xueyong
    Song, Qingtao
    PROGRESS IN CIVIL ENGINEERING, PTS 1-4, 2012, 170-173 : 246 - 251
  • [28] Low strain quantitative analysis of pile defects with pile-soil interaction
    Zhi, Sheng-Ying
    Wang, Jian-Hua
    Tianjin Daxue Xuebao (Ziran Kexue yu Gongcheng Jishu Ban)/Journal of Tianjin University Science and Technology, 2008, 41 (11): : 1337 - 1344
  • [29] Analysis of Pile-Soil Interaction of Precast Pile Driven in Coastal Strata
    Xie, Hongping
    Han, Chao
    Du, Changqing
    Wang, Bo
    Zhang, Yuchi
    Mo, Pinqiang
    PROCEEDINGS OF THE 8TH INTERNATIONAL CONFERENCE ON CIVIL ENGINEERING, 2022, : 474 - 486
  • [30] Coupled pile-soil interaction analysis in undrained condition
    M. Y. Fattah
    F. A. Salman
    Y. J. Al-Shakarchi
    A. M. Raheem
    Journal of Central South University, 2013, 20 : 1376 - 1383
12345