上海交通大学学报

上海交通大学学报 >

2009 , Vol. 43 >Issue 06: 976 - 980

DOI: https://doi.org/10.16183/j.cnki.jsjtu.2009.06.028

基于FLAC3D的基坑开挖与支护三维数值分析

展开
  • 1.上海交通大学土木工程系，上海 　200030
    2.南昌工程学院土木工程系，南昌 　330029
丁勇春（1979-)，男，江苏大丰市人，博士生，从事基坑与地下工程数值仿真方面的研究．|王建华（联系人），男，教授，博士生导师，电话（Tel.): 021-62932915, E-mail: wjh417@sjtu.edu.cn.

收稿日期: 2008-07-13

  网络出版日期: 2021-04-25

基金资助

国家自然科学基金资助项目(50679041);上海市科学技术委员会资助项目(08201200903);江西省教育厅科学技术研究资助项目(GJJ09367)

收起

Three-Dimensional Numerical Analysis of Braced Excavation Based on FLAC3D

Expand
  • 1.Department of Civil Engineering, Shanghai Jiaotong University, Shanghai 200030, China
    2.Department of Civil Engineering, Nanchang Institute of Technology, Nanchang 330029, China

Received date: 2008-07-13

  Online published: 2021-04-25

Fold

摘要

采用三维快速拉格朗日方法（FLAC3D)建立了考虑基坑分步开挖与支护全过程的三维动态计算模型，土体采用修正剑桥模型模拟，考虑了支护结构与土体的接触滑移作用，分析了基坑施工中围护墙变形、地表沉降、坑底隆起、坑外深层土体变形的基本特性．计算得到的地表沉降曲线与已有文献的经验沉降曲线基本一致，验证了计算结果的适用性．分析结果可为类似基坑工程的设计和施工提供有益参考．

关键词： 基坑开挖; 数值分析; 三维快速拉格朗日方法; 修正剑桥模型; 土与结构相互作用

本文引用格式

丁勇春, 王建华, 徐斌 . 基于FLAC3D的基坑开挖与支护三维数值分析[J]. 上海交通大学学报, 2009 , 43(06) : 976 -980 . DOI: 10.16183/j.cnki.jsjtu.2009.06.028

Abstract

Fast Lagrangian Analysis of Continua in 3 Dimensions (FLAC3D) was employed to investigate the deformation characteristics of a staged excavated and supported foundation pit. Modified Cam-clay model was adopted to model the soil behavior and the interaction between soils and retaining structures was also taken into account in the numerical model. The deflection of retaining walls, the settlement of ground surface, the heave of excavation bottom, and the movement of the deep strata outside the excavation were analyzed. The ground surface settlement curves of the numerical model are basically consistent with the empirical ones from the existing literatures, so its feasibility is proved. The numerical results provide a useful reference for the design and construction of similar deep excavation projects.

Key words： braced excavation; numerical analysis; fast Lagrangian analysis of continua in 3 dimensions (FLAC3D); modified Cam-clay model; soil-structure interaction

参考文献

[1] 刘建航, 侯学渊.基坑工程手册[M]. 北京: 中国建筑工业出版社, 1997.
[2] JGJ120-99，建筑基坑支护技术规程[S].
[3] DBJ08-61-97，基坑工程设计规程[S].
[4] Wood D M. Soil behaviour and critical state soil mechanics [M]. Cambridge: Cambridge University Press, 1990.
[5] 范巍, 王建华, 陈锦剑.连续墙与土体接触特性对深基坑变形分析的影响[J]. 上海交通大学学报, 2006, 40(12): 2118-2121.
[5] FAN Wei, WANG Jian-hua, CHEN Jin-jian.The evaluation of deformation induced by excavation considering the properties of diaphragm-soil interface[J]. Journal of Shanghai Jiaotong University, 2006, 40(12): 2118-2121.
[6] DGJ08-37-2002，岩土工程勘察规范[S].
[7] 谢百钩. 粘土层开挖引致地盘移动之预测[D]. 中国台湾: 国立台湾科技大学, 1999.
[8] Clough G W, O'Rourke T D. Construction induced movements of in situ walls [C]//Proceedings, ASCE Conference on Design and Performance of Earth Retaining Structures.New York: ASCE, 1990: 439-470.
[9] Hsieh P G, Ou C Y.Shape of ground surface settlement profiles caused by excavation[J]. Canadian Geotechnical Journal, 1998, 35(6): 1004-1017.
[10] 丁勇春, 王建华, 徐中华, 等.上海软土地区某深基坑施工监测分析[J]. 西安建筑科技大学学报(自然科学版), 2007, 39(3): 333-338.
[10] DING Yong-chun, WANG Jian-hua, XU Zhong-hua, et al. Monitoring analysis of a deep excavation in Shanghai soft soil deposits[J]. Journal of Xi' an University of Architecture & Technology (Natural Science Edition), 2007, 39(3): 333-338.
[11] 刘国彬, 黄院雄, 侯学渊.基坑回弹的实用计算法[J]. 土木工程学报, 2000, 33(4): 61-67.
[11] LIU Guo-bin, HUANG Yuan-xiong, HOU Xueyuan. A practical method for calculating a heave of excavated foundation[J]. China Civil Engineering Journal, 2000, 33(4): 61-67.
Options
文章导航

/

〈 〉