首页|不同支撑方式对基坑开挖过程中应力变形影响分析

不同支撑方式对基坑开挖过程中应力变形影响分析

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文中基于杭州某大型基坑实例,利用Abaqus数值模拟软件,模拟地下连续墙与多道预应力锚杆等支撑方式的地基分层施工流程,对施工过后结构和土体的应力与位移状况作出分析研究,可为今后相似工程提供参考.
Analysis of the Effect of Different Support Methods on the Stress Deformation in the Process of Foundation Pit Excavation
In foundation pit excavation,predicting and modeling the stress and deformation values of the foundation pit beforehand is more and more valued by the engineering parties.Based on an example of a large-scale foundation pit in Hangzhou,the paper uses Abaqus numerical simulation software to simulate the layered construction process of foundation supported by diaphragm wall and multi-channel prestressing an-chors,and analyzes and researches the stress and displacement conditions of the structure and the soil after the construction,which can provide references to the similar projects in the future.

Numerical simulationFinite element methodAbaqusFoundation pit support

吴健、刘录刚、余宾成、庄华锋、胡奇波、郭远灏

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浙江交工集团股份有限公司,浙江 杭州 310051

浙江大学建筑工程学院,浙江 杭州 310058

数值模拟 有限单元法 Abaqus 基坑支护

浙江省建设厅项目浙江大学-浙江交工协同创创新联合研究中心项目

2022K073ZDJG2021001

2024

江西建材
江西省建材科研设计院

江西建材

影响因子:2.247
ISSN:1006-2890
年,卷(期):2024.(1)
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