A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
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.
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.
Determination of the Stress Field of the Brittle Rock Caused by Quasistatic Load
Losaberidze Marine (author) / Vazagasvili Mamuka (author) / Tutberidze Mikheil (author)
2016
Article (Journal)
Electronic Resource
Unknown
Metadata by DOAJ is licensed under CC BY-SA 1.0
Experimental determination of dynamic elastic properties of rock from quasistatic measurements
| British Library Conference Proceedings | 1996
Quasistatic propagation of compaction fronts in porous rock
| British Library Online Contents | 2001
Experimental rock deformation - the brittle field
| TIBKAT | 1978
| British Library Online Contents | 2005
An experimental determination of the true uniaxial stress-strain behavior of brittle rock
| Springer Verlag | 1973