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深基坑支护设计与数值模拟分析研究

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研究利用Phase 2数值模拟软件,对该项目深基坑工程建立二维几何模型,对其施工开挖过程进行模拟.经过对模拟计算结果的分析,从而分析出基坑稳定性,同时对开挖过程中土体最大位移和稳定性的变化情况进行分析,并对土体最大位移和稳定性进行总结,最后利用Phase 2数值模拟软件进行支护设计分析.
RESEARCH ON DESIGN AND NUMERICAL SIMULATION ANALYSIS OF DEEP EXCAVATION SUPPORT
Research on the use of Phase2 numerical simulation software to establish a two-dimensional geo-metric model of the deep excavation project and simulate its construction and excavation process.After analyzing the simulation results,the stability of the foundation pit was determined.At the same time,the changes in the max-imum displacement and stability of the soil during excavation were analyzed,and the maximum displacement and stability of the soil were summarized..Finally,the Phase2 numerical simulation software was used for support de-sign analysis.

deep foundation pitsupport designnumerical simulation

张长迪、梅赟、刘志伟、马泽琛、修瑞雪

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中建二局第三建筑工程有限公司,北京 100070

深基坑 支护设计 数值模拟

2024

建筑技术开发
北京市建筑工程研究院

建筑技术开发

影响因子:0.351
ISSN:1001-523X
年,卷(期):2024.51(11)