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

被引:0
作者
Yuan, C. -F. [1 ]
Wang, X. -C. [1 ]
Zhao, Q. -Q. [2 ]
Wang, Ning [1 ]
机构
[1] Qingdao Technol Univ, Dept Civil Engn, Qingdao, Peoples R China
[2] Ocean Univ China, Qingdao Coll, Qingdao, Peoples R China
来源
2011 INTERNATIONAL CONFERENCE ON FUZZY SYSTEMS AND NEURAL COMPUTING (FSNC 2011), VOL V | 2011年
关键词
GIS; development of underground space resource; surface subsidence; building damage;
D O I
暂无
中图分类号
TP [自动化技术、计算机技术];
学科分类号
0812 ;
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, 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. 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.
引用
收藏
页码:332 / 335
页数:4
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