Research on Impact of Deep Foundation Pit on Adjacent Rail Transit in Sensitive Environment

X. Luo, Qiliang Sang, W. Long, Jian-zhong He, Bo Jiang
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引用次数: 0

Abstract

To systematically study the impact of deep foundation pit excavation on adjacent existing rail structure and electric tower, we can take targeted deformation control measures and ensure the safety of the surrounding environment. Based on the engineering examples and considering the double hardening characteristics of soil, a three-dimensional fine-grained dynamic and static model of foundation pit + roadbed + viaduct + pylon was built to analyze the influence of foundation pit excavation on the track and the high-voltage tower and put forward targeted deformation control measures. Finally, a comparative analysis and demonstration were conducted with the monitoring results of the whole process of on-site construction. Many useful conclusions have been drawn. The study can provide guidance for the design and construction of this project, and also provide a reference for similar projects.
敏感环境下深基坑对周边轨道交通的影响研究
系统研究深基坑开挖对相邻既有轨道结构和电塔的影响,可以有针对性地采取变形控制措施,保证周边环境的安全。结合工程实例,考虑土体的双重硬化特性,建立了基坑+路基+高架桥+塔架的三维细粒度动静态模型,分析了基坑开挖对轨道和高压塔的影响,提出了有针对性的变形控制措施。最后,与现场施工全过程监测结果进行对比分析和论证。得出了许多有用的结论。研究结果可为该工程的设计和施工提供指导,也可为类似工程提供参考。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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