Submit an Article
Become a reviewer
Mining geomechanics

Modelling stressedly-deformed condition of the soil massif including elements of the multipurpose facility with multystoried underground part

Authors:
P. A. Demenkov1
D. A. Potemkin2
  • 1 — National Mineral Resources University (Mining University)
  • 2 — National Mineral Resources University (Mining University)
Date submitted:
2016-11-01
Date published:
2013-05-01

Abstract

In work the option of the multipurpose underground complex being part of the multystoried high-rise building is considered. The complex settles down in underground part of  the building and carries out a base role, replacing with itself the usual plates-but-pile base. Predesigns by a method of final elements taking into account staging of construction of an underground complex and the land high-rise building are executed. Sizes and a picture of distribution   of vertical displacements are received as a result of calculations.

Go to volume 204

Similar articles

Geomechanical analysis of surface settlement trough development due to construction of deep underground pillar station
2013 P. A. Demenkov
Modelling of process of liquidation of underground emptinesses in the conditions of technogenic activation
2013 A. A. Shubin
Analysis of the effect of assembly errors on deviations from design arch sizes
2013 V. A. Kougiya, O. P. Sergeev