| 相邻基坑相互影响二维有限元分析 |
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| 引用本文： | 滕飞,马克生.相邻基坑相互影响二维有限元分析[J].山西建筑,2012,38(21):87-88. |
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| 作者姓名： | 滕飞 马克生 |
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| 作者单位： | 太原理工大学建筑与土木工程学院,山西太原,030024 |
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| 摘 要： | 以国内某市典型的两个相邻深基坑同时开挖的工程为例,使用Midas/GTS4.2.0有限元分析软件建立平面模型模拟出了两基坑同时开挖时的相互影响关系,得出了两基坑在开挖过程中的变形、支护结构体系的受力变化以及位移趋势。
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| 关 键 词： | 相邻基坑 有限元分析 Midas/GTS 相互影响 |
Two-dimension finite element analysis on the mutual influence of adjacent foundations |
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| TENG Fei,MA Ke-sheng.Two-dimension finite element analysis on the mutual influence of adjacent foundations[J].Shanxi Architecture,2012,38(21):87-88. |
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| Authors: | TENG Fei MA Ke-sheng |
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| Affiliation: | (College of Building and Civil Engineering,Taiyuan University of Technology,Taiyuan 030024,China) |
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| Abstract: | Taking the synonymous excavation engineering of two typical adjacent foundations in China as an example,the paper establishes horizontal model by using Midas/GTS4.2.0 finite element analysis software,simulates the mutual influence of two adjacent foundations in synonymous excavation,and obtains the deformation,stress change of the support structure system and displacement trend of two foundations in excavation. |
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| Keywords: | adjacent foundation finite element analysis Midas/GTS mutual influence |
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