Submit an Article
Become a reviewer
Mining geomechanics

Geomechanical analysis of surface settlement trough development due to construction of deep underground pillar station

Authors:
P. A. Demenkov
  • National Mineral Resources University (Mining University)
Date submitted:
2016-11-01
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

Geodesic support of construction of cable-stayed bridges in the city Vladivostok
2013 E. S. Bogomolova, M. Ya. Bryn', V. N. Ivanov, D. V. Krashenitsin, A. A. Nikitchin, O. P. Sergeev, E. G. Tolstov
Limitations management of land resources is based on information support for state real estate cadastre
2013 V. A. Kiselev, A. G. Shabaev
Connection content and properties of coal for quality control and quantity of coal-mining
2013 R. A. Takranov