Three-dimensional numerical analysis of stress and deformation of surrounding soil in safety construction of metro station

Research output: Journal Publications and Reviews (RGC: 21, 22, 62)22_Publication in policy or professional journal

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Original languageEnglish
Article number12121
Journal / PublicationJournal of Physics: Conference Series
Volume96
Issue number1
Publication statusPublished - 1 Feb 2008

Abstract

Utilizing underground spaces synthetically has become an important task in urban planning and civil engineering in this century. Due to the complexity and uncertainty of technical issues in underground construction and soil engineering, construction safety arouses a great concern in underground construction industry. This paper focused on construction of an underground metro station, numerical analyses are carried out to estimate the possible stresses and deformations of surrounding soil and underground structures under the worse loading conditions to assess the structural design and construction safety. Influences of pit excavation on existing tunnel and surrounding spaces are discussed and the stability of main structure of metro station will be analyzed. © 2008 IOP Publishing Ltd.

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