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某地铁车站基坑工程的FLAC3D数值模拟分析
引用本文:曹日跃.某地铁车站基坑工程的FLAC3D数值模拟分析[J].重庆文理学院学报,2016,35(2):98-101.
作者姓名:曹日跃
作者单位:安徽建筑大学土木工程学院, 安徽合肥230601
摘    要:运用FLAC3D岩土软件对某地铁一号线深基坑进行开挖与支护的模拟,计算中采用摩尔-库伦弹塑性模型.通过计算得出基坑水平位移、墙后土体水平位移、地表沉降,并与实测结果进行比较,可为深基坑工程施工与支护提供参考.

关 键 词:FLAC3D  基坑开挖与支护  地表沉降

Analysis of FLAC3D numerical simulation of foundation pit engineering for a metro station
CAO Riyue.Analysis of FLAC3D numerical simulation of foundation pit engineering for a metro station[J].Journal of Chongqing University of Arts and Sciences,2016,35(2):98-101.
Authors:CAO Riyue
Affiliation:School of Civil Engineering, Anhui Jianzhu University, Hefei Anhui 230601, China
Abstract:The simulation of excavation and support on the deep pit of a metro station was carried out using the software FLAC3D. During the simulation, the Mohr-Coulomb model was used. This simulation offers the horizontal displacement of the soil behind the vertical wall and the surface settlement of the foundation pit in every step, providing a reference for the deep foundation pit engineering construction and support.
Keywords:FLAC3D  foundation pit excavation and support  surface subsidence
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