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.
| Original language | English |
|---|---|
| Article number | 12121 |
| Journal | Journal of Physics: Conference Series |
| Volume | 96 |
| Issue number | 1 |
| DOIs | |
| Publication status | Published - 1 Feb 2008 |
UN SDGs
This output contributes to the following UN Sustainable Development Goals (SDGs)
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SDG 11 Sustainable Cities and Communities
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