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Study on the Effect of Tunnel Excavation on Surface Subsidence Based on GIS Data Management

机译:基于GIS数据管理的隧道开挖对地表沉降影响的研究

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摘要

The construction of digital city provides powerful data support for the large-scale underground engineering construction. Analysis on the effect of underground excavation on surface building damage based on GIS data management can quickly evaluate the effect of underground excavation on surface building damage, and provide technical support for the disaster prevention and mitigation of underground engineering during excavation. The data management of GIS platform was first reviewed and called through professional model, which predicted the deformation of wallrock and subsidence of overlying rock mass caused from tunnel excavation. The range disturbed by excavation and numerical analysis model of underground engineering and surface buildings were determined and also the stress-strain relationship of surface buildings caused by deformation were obtained. The feedback of the analysis results to the data management of GIS platform was received. Through comparison with corresponding standard damage evaluation rules, it can provide technical support for decision makers. By analysis and verification of an example about the effect on buildings caused by the excavation of an undersea tunnel terminal, it can ensure the safety of surface buildings influenced by the excavation.
机译:数字城市建设为大规模地下工程建设提供了强大的数据支持。基于GIS数据管理的地下挖掘对地下挖掘造成效果的分析,可以迅速评估地下挖掘对地表建筑损坏的影响,为挖掘过程中灾害防灾和缓解地下工程的技术支持。 GIS平台的数据管理首次通过专业模型进行了审查和调用,预测了墙面的变形及覆盖岩石源引起的隧道挖掘。确定了由地下工程和表面建筑物的挖掘和数值分析模型干扰的范围,并且获得了由变形引起的表面积的应力 - 应变关系。收到了分析结果对GIS平台数据管理的反馈。通过与相应的标准损伤评估规则进行比较,它可以为决策者提供技术支持。通过分析和验证关于由挖掘隧道终端的挖掘引起的建筑物效果的示例,它可以确保表面建筑物的安全性受到挖掘的影响。

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