Geomechanical analysis of surface settlement trough development due to construction of deep underground pillar station
Authors:
About authors
- National Mineral Resources University (Mining University)
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.
Similar articles
Use of affinne coordinate conversion at the local geodetic surveys with applying of GPS-receivers
2013 G. I. Khudyakov, G. V. Makarov
Ultrasonic control of the nonlinear elastic properties of the microcrumbling polycrystalline rocks
2013 V. M. Tsaplev, R. M. Ivanyuk, V. V. Zverevich