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FLAC3D在深基坑开挖与支护数值模拟中的应用
引用本文:刘继国,曾亚武.FLAC3D在深基坑开挖与支护数值模拟中的应用[J].岩土力学,2006,27(3):505-508.
作者姓名:刘继国  曾亚武
作者单位:1. 中交第二公路勘察设计研究院,武汉,430052
2. 武汉大学,土木建筑工程学院,武汉,430072
摘    要:运用FLAC3D软件对武汉长江过江隧道江南明挖段深基坑进行了开挖与支护模拟。计算中采用摩尔-库仑弹塑性模型,基坑围护结构与土体之间的接触面运用接触单元。通过计算得出不同开挖阶段的地表沉降、基底隆起和墙后土体水平位移,为工程设计与施工提供参考。

关 键 词:FLAC3D  接触  基坑开挖与支护
文章编号:1000-7598-(2006)03-0505-04
收稿时间:2004-08-16
修稿时间:2004-12-07

Application of FLAC3D to simulation of foundation excavation and support
LIU Ji-guo,ZENG Ya-wu.Application of FLAC3D to simulation of foundation excavation and support[J].Rock and Soil Mechanics,2006,27(3):505-508.
Authors:LIU Ji-guo  ZENG Ya-wu
Institution:1.Second Highway Survey Design and Research Institute, Ministry of Communications, Wuhan 430052, China; 2. School of Civil and Architectural Engineering, Wuhan University, Wuhan 430072, China
Abstract:The simulation of excavation and support on the deep pit of the Yangtze River in south was carded out using the software FLAC^3D. During the simulation, the Mohr-Coulomb model was used and contact elements were applied on the interfaces between the structure and soil. This simulation offers the settlements of ground uplifts in the bottom of the pit and horizontal displacements of the soil behind the vertical wall in every step.
Keywords:FLAC3D
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