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基于FLAC3D数值模拟的基坑支护桩桩顶位移影响研究 被引量:5

Study on the influence of pile displacement of foundation pit retaining pile based on FLAC3D numerical simulation
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摘要 FLAC3D是目前受到广泛认可的岩土工程相关的数值模拟分析软件,其在基坑工程中也有着出色的表现.本文通过FLAC3D软件对基坑支护进行数值模拟,并通过结果分析得出了影响支护桩桩顶位移的部分因素,为今后的工程应用和研究分析提供参考. FLAC3D is a widely accepted numerical simulation and analysis software related to geotechnical engineering,which also has outstanding performance in foundation pit engineering.In this paper,FLAC3D software is used to carry out numerical simulation of foundation pit support,and some factors affecting the displacement of the top of the support pile are obtained through the result analysis,which provides reference for the future engineering application and research analysis.
作者 孙超 岳广泽 李明熹 SUN Chao;YUE Guang-ze;LI Ming-xi(School of surveying and prospecting engineering,Jilin Jianzhu university,Changchun 130118,China;Hohai university,Nanjing 210000,China)
出处 《吉林建筑大学学报》 2020年第2期28-32,共5页 Journal of Jilin Jianzhu University
关键词 三维连续快速拉格朗日分析(FLAC3D) 基坑支护 支护桩桩顶位移 混凝土强度 嵌固深度 fast Lagrangian analysis of continua in 3 dimensions(FLAC3D) foundation supporting displacement of support pile top concrete strength embedded depth
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