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机构地区:[1]上海勘察设计研究院(集团)股份有限公司,上海 [2]上海岩土与地下空间综合测试工程技术研究中心,上海 [3]上海市岩土工程专业服务平台,上海 [4]中国建筑第二工程局有限公司,上海
出 处:《土木工程》2024年第8期1364-1379,共16页Hans Journal of Civil Engineering
摘 要:文章以上海市谈家桥路旧住房拆除重建工程基坑为研究案例,利用Midas GTX NX软件构建3D模型,对比分析了有无混凝土支撑轴力伺服两种情况下的基坑开挖数值模拟结果,并结合现场实测数据进行了深入研究。研究结果显示,采用混凝土支撑轴力伺服技术能够显著减少基坑变形,满足了基坑微变形控制要求,对敏感区周边环境保护具有重要作用;基于实测数据修正的基坑开挖模型可精确模拟单一施工要素变化后的变形情况,为基坑变形机理研究和预测提供了重要参考。This article takes the foundation pit of the old housing demolition and reconstruction project on Tanjiaqiao Road in Shanghai as a research case, constructs a 3D model using Midas GTX NX software, compares and analyzes the numerical simulation results of foundation pit excavation under two conditions: with and without concrete support axial force servo, and conducts in-depth research based on on-site measured data. The research results show that the use of concrete support axial force servo technology can significantly reduce the deformation of foundation pits, meet the requirements of micro deformation control of foundation pits, and play an important role in protecting the surrounding environment of sensitive areas;The excavation model of foundation pits modified based on measured data can accurately simulate the deformation situation after a single construction element changes, providing an important reference for the research and prediction of foundation pit deformation mechanisms.
关 键 词:深基坑 混凝土支撑轴力伺服技术 微变形控制 Midas GTX NX
分 类 号:TU7[建筑科学—建筑技术科学]
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