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DEFORMATION MONITORING ANALYSIS AND NUMERICAL SIMULATION IN A DEEP FOUNDATION PIT

机译:深基坑中的变形监测分析与数值模拟

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摘要

This paper mainly focuses on the comparison between the calculated value and actual value of the pile deformation, pile top displacement, and internal support axial force during the excavation of the deep foundation pit, and the influence of excavation method on the deformation. A three-dimensional space model is built using the finite element software MIDAS/GTS to simulate the excavation process of the foundation pit. It is found that the computed data are consistent with the measured values. On this basis the deformation of foundation pit supporting structure under different excavation methods is simulated and optimized to select the excavation method of the foundation pit.
机译:本文主要侧重于桩变形,桩顶位移和内部支撑轴向力的计算值和实际值之间的比较,以及挖掘方法对变形的影响。使用有限元软件MIDAS / GTS构建三维空间模型来模拟基坑的挖掘过程。发现计算的数据与测量值一致。在此基础上,模拟了基础坑支撑结构在不同的挖掘方法下的变形,并优化以选择基坑的挖掘方法。

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  • 来源
    《Soil mechanics and foundation engineering》 |2021年第1期|56-62|共7页
  • 作者单位

    Shantou Univ Dept Civil & Environm Engn Shantou Peoples R China;

    Shantou Univ Dept Civil & Environm Engn Shantou Peoples R China;

    Shantou Univ Dept Civil & Environm Engn Shantou Peoples R China;

    Natl Inst Technol Hamirpur Dept Civil Engn Hamirpur India;

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  • 正文语种 eng
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