Stability Analysis and Failure Mechanisms of Open Pit Rock Slope
Rock mass in nature tend to be unideal, for it is heterogeneous, anisotropic and has discontinuity. The discontinuity makes anisotropic strength and stress in the rock mass, and also controls the changing of the elastic properties of rock mass. This condition results to disruptions in the rock mass...
| Hlavní autor: | |
|---|---|
| Médium: | Článek |
| Jazyk: | English |
| Vydáno: |
Universitas Gadjah Mada
2016-09-01
|
| Edice: | Journal of the Civil Engineering Forum |
| Témata: | |
| On-line přístup: | https://jurnal.ugm.ac.id/jcef/article/view/26589 |