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Analysis of Land Subsidence Deformation Caused by Urban Shallow-buried Tunnel Construction


Medium: journal article
Language(s): en 
Published in: The Open Civil Engineering Journal, , n. 1, v. 8
Page(s): 219-224
DOI: 10.2174/1874149501408010219

Taking the project of Hefei city plaza tunnel as an example, this paper takes the large-scale finite element calculation software of ABAQUS to set three dimensional calculations models to simulate the construction of underground tunnel, analyzing the displacement and stress dynamic response during the construction process. And the paper also carries out the comparison analysis of the field measurement of the land subsidence. The result indicates that the simulation objectively reflected the rules of subsidence during the construction process. This provides theory evidence for shallow-buried tunnel construction safely and rapidly.

Copyright: © 2015 Wang Donglin et al.

This creative work has been published under the Creative Commons Attribution 4.0 International (CC-BY 4.0) license which allows copying, and redistribution as well as adaptation of the original work provided appropriate credit is given to the original author and the conditions of the license are met.

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