| 深基坑开挖与支护的数值分析 |
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| 引用本文： | 于慎谦. 深基坑开挖与支护的数值分析[J]. 湖南工程学院学报(自然科学版), 2010, 20(2) |
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| 作者姓名： | 于慎谦 |
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| 作者单位： | 合肥工业大学,土木与水利工程学院,合肥,230009 |
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| 摘 要： | 以合肥水厂泵房深基坑工程为例,利用FLAC-3D数值分析软件对深基坑开挖与支护过程进行数值模拟,计算中采用摩尔-库伦弹塑性模型,通过计算得到基坑边坡位移变化,将实测基坑边坡水平位移与计算值进行对比分析,并对其进行初步的探讨,为以后的深基坑工程设计与施工提供有益的参考.
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| 关 键 词： | 深基坑 FLAC-3D 数值分析 水平位移 |
Numerical Analysis of Foundation Excavation and Support |
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| YU Shen-qian. Numerical Analysis of Foundation Excavation and Support[J]. Journal of Hunan Institute of Engineering(Natural Science Edition), 2010, 20(2) |
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| Authors: | YU Shen-qian |
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| Affiliation: | YU Shen-qian(School of Civil Engineering,Hefei University of Technology,Hefei 230009,China) |
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| Abstract: | Taking a pump room deep excavation in HeFei for example,the simulation of excavation and support is carried out by using the software FLAC-3D.The Mohr-Coulomb model is used in the simulation.This simulation offers the horizontal displacement of the pit.The pit slope of the measured displacement is compared with the calculated value,which provides useful references for.The engineering design and construction of deep foundation pit. |
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| Keywords: | FLAC-3D |
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