组合支护式深基坑开挖数值模拟及影响因素分析
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TU473.1

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马鞍山首建工程质量检测咨询有限公司与安徽建筑大学合作基金资助项目(HYB20220091)


Numerical Simulation and Influencing Factor Analysis of Combined Support Deep Foundation Pit Excavation
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    摘要:

    以某桩锚桩撑组合支护的基坑工程为依托,通过MIDAS GTS NX有限元软件对基坑开挖过程进行还原模拟,同时探究桩锚桩撑所占比例的变化对基坑支护结构变形的影响。模拟结果表明:随着桩锚支护所占比例的增加,支护结构变形与锚杆轴力均逐渐增大并趋于稳定,但是内支撑轴力则呈现出逐渐减小的变化趋势。

    Abstract:

    Based on a foundation pit project supported by a combination of anchor and pile supports, a simulation has been made of the excavation process of the foundation pit by using MIDAS GTS NX finite element software. Meanwhile, an exploration and an analysis are made of the influence of changes in the proportion of anchor and pile supports on the deformation of the foundation pit support structure. The research results indicate that as the proportion of pile anchor support increases, the deformation of the support structure and the axial force of the anchor rod gradually increase and tend to stabilize, while the internal support axial force shows a gradually decreasing trend.

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钱顾前,李大华,王 迪,汪亚林.组合支护式深基坑开挖数值模拟及影响因素分析[J].湖南工业大学学报,2025,39(3):16-23.

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  • 在线发布日期: 2025-01-23
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