Submit an Article
Become a reviewer
A. G. Protosenya, D. A. Potemkin, S. V. Stepanenko Numerical modeling of deep excavation structures behavior during construction. Journal of Mining Institute. Vol 199. p. 180.

Numerical modeling of deep excavation structures behavior during construction

A. G. Protosenya D. A. Potemkin S. V. Stepanenko
Date submitted:
Date published:


Numerical modeling of deep excavation construction is done in plane strain condition. The influence of boundary condition, contact condition between soil and structures, constrain of cantilever wall, thickness of the wall and anchors on the strain condition of the soil is found.

Go to volume

Similar articles

Modern monitoring systems of displacements and deformations at building of underground constructions
E. M. Volokhov, S. Yu. Novozhenin, Nguen Suan Bak
Standard and methodical support of estimation of adverse effect of underground construction and monitoring of deformations for conditions of Saint-Petersburg
E. M. Volokhov, S. N. Zelentsov, V. P. Khutskii
Geomechanical justification of design parameters of room-and-pillar mining system for designing оf deep-lying horizons of subr
D. V. Sidorov