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

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:
2013-11-18

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

Theoretical basis of geomaterial accounted for induced and inherent anisotropy
2013 M. A. Karasev, D. A. Potemkin
Modeling of work of elements of the combined box-shaped and pile base in weak soil
2013 D. A. Potemkin, P. A. Demenkov
Metrological control administered surveying work
2013 V. A. Golovanov
Development of land relations in the Vyborg district, Leningrad region in 1944-2012 years
2013 P. S. Tukalenko, V. F. Kovyazin
Influence condition of ground on complexity in the process open pit Kuzbas`s coal deposits
2013 R. A. Takranov, A. A. Litvinova
Ultrasonic control of the nonlinear elastic properties of the microcrumbling polycrystalline rocks
2013 V. M. Tsaplev, R. M. Ivanyuk, V. V. Zverevich