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Vol 204
Pages:
220
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Geomechanical analysis of surface settlement trough development due to construction of deep underground pillar station

Authors:
P. A. Demenkov
About authors
  • National Mineral Resources University (Mining University)
Date submitted:
2012-11-17
Date accepted:
2013-01-06
Date published:
2013-05-01

Abstract

Geomechanical analysis of surface subsidence development due to construction of deep underground station is presented. The station is a typical pylon structure, which is usually used during construction of the latest subway station in Saint Petersburg. Numerical modeling of step-by-step underground station construction is conducted. The results of the numerical analysis allow to predict the magnitude of surface settlement and understand the wide of settlement trough.

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