Submit an Article
Become a reviewer
Vol 204
Pages:
220
Download volume:

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.

Go to volume 204

Similar articles

System of ecological monitoring of atmospheric air of mining industrial aglomeration
2013 M. A. Pashkevich, Yu. D. Smirnov, T. A. Petrova
Theoretical basis of geomaterial accounted for induced and inherent anisotropy
2013 M. A. Karasev, D. A. Potemkin
Automation of architecture and urban-planning authority as the basis of strategic planning
2013 P. P. Spirin, E. B. Bezhaeva, V. F. Kovyazin, E. D. Asetskaya
Optional distances between cylinder reflectors and laser scanning system
2013 M. G. Vystrchil
Prediction of surface settlements duo to construction of underground structures in geological condition of Saint Petersburg
2013 M. A. Karasev
Information system of town planning activities based on PTC SOTO
2013 M. E. Skachkova