Determination of the Stress Field of the Brittle Rock Caused by Quasistatic Load
In the paper the mathematical model has been proposed according of which the rock is considered as an orthotropic half-plane. On the boundary of this half-plane the loads, moving at a constant velocity, exert a pressure. The problem was solved by means of the theory of analytical functions.
Main Authors: | Losaberidze Marine, Vazagasvili Mamuka, Tutberidze Mikheil |
---|---|
Format: | Article |
Language: | English |
Published: |
VŠB-Technical University of Ostrava, Faculty of Civil Engineering
2016-03-01
|
Series: | Transactions of the VŠB: Technical University of Ostrava, Civil Engineering Series |
Subjects: | |
Online Access: | http://www.degruyter.com/view/j/tvsb.2016.16.issue-1/tvsb-2016-0005/tvsb-2016-0005.xml?format=INT |
Similar Items
-
Experimental rock deformation : the brittle field /
by: Paterson Mervyn Silas, 1953-
Published: (1978) -
Does the symmetry of absolute permeability influence relative permeability tensors in naturally fractured rocks?
by: Mohammad Sedaghat, et al.
Published: (2019-08-01) -
Rock brittleness indices and their applications to different fields of rock engineering: A review
by: Fanzhen Meng, et al.
Published: (2021-02-01) -
Boundary element methods in quasistatic thermoelasticity with applications in rock mechanics/
by: 464829 Sharp, Samuel
Published: (1982) -
Failure mechanism and fracture development law of heterogeneous brittle rock
by: GUO Yan
Published: (2022-05-01)