SIMULATION OF THE stress-strain state of excavation BOUNDARIES in fractured massifs
The authors have applied the method of boundary equations to resolve the problem of numerical calculation of the stress-strain state of arbitrary boundaries of excavation works in fractures massifs, if subjected to various impacts. Benchmarking of the results have proven that the proposed model base...
Main Authors: | Nizomov Dzhahongir Nizomovich, Hodzhiboev Abduaziz Abdusattorovich, Hodzhiboev Orifdzhon Abduazizovich |
---|---|
Format: | Article |
Language: | English |
Published: |
Moscow State University of Civil Engineering (MGSU)
2012-07-01
|
Series: | Vestnik MGSU |
Subjects: | |
Online Access: | http://vestnikmgsu.ru/files/archive/issues/2012/4/ru/16.pdf |
Similar Items
-
INTERACTION BETWEEN THE IMMEDIATE SUPPORT AND THE ROCK MASSIF CLOSE TO RECTILINEAR BOUNDARIES OF THE HALF-PLANE
by: Nizomov Dzhakhongir Nizomovich, et al.
Published: (2012-10-01) -
NUMERICAL MODELING OF THE PROBLEM OF DOUBLE-LAYER REINFORCEMENT
by: Nizomov Dzhakhongir Nizomovich, et al.
Published: (2012-10-01) -
A modified failure criterion for transversely isotropic rocks
by: Omid Saeidi, et al.
Published: (2014-03-01) -
STRESSED STATE OF A SYSTEM OF THREE PARALLEL TUNNELS WITHOUT DRAWING FROM OWN WEIGHT OF AN ANOTROPHONE ROCK MASSIF
by: D. T. Bautdinov, et al.
Published: (2019-06-01) -
Effect of rotation on wave propagation in a transversely isotropic medium
by: F. Ahmad, et al.
Published: (2001-01-01)