A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Anchorage Effect on Rock Mass by Discontinuous Deformation Analysis for Rock Failure Method
Abstract In this paper, some numerical simulations for anchored-fractured rock masses are conducted on the basis of the modified discontinuous deformation analysis for rock failure (DDARF) method and the process of damage of the surrounding rocks of the cavern are simulated. Then, the supporting methods of the surrounding rocks of the roadway are optimized. At the last, the effect of anchor on fractured rock mass are studied through monitoring the displacements of the key points and some conclusions are given for engineering application.
Anchorage Effect on Rock Mass by Discontinuous Deformation Analysis for Rock Failure Method
Abstract In this paper, some numerical simulations for anchored-fractured rock masses are conducted on the basis of the modified discontinuous deformation analysis for rock failure (DDARF) method and the process of damage of the surrounding rocks of the cavern are simulated. Then, the supporting methods of the surrounding rocks of the roadway are optimized. At the last, the effect of anchor on fractured rock mass are studied through monitoring the displacements of the key points and some conclusions are given for engineering application.
Anchorage Effect on Rock Mass by Discontinuous Deformation Analysis for Rock Failure Method
Wang, Wen (author) / Zhao, Moli (author) / Han, Rui (author) / Shi, Xiangrong (author)
2019-01-01
4 pages
Article/Chapter (Book)
Electronic Resource
English
Discontinuous deformation analysis simulation of rock slope failure processes
| British Library Conference Proceedings | 1997
The Failure Simulation of Rock Masses by Discontinuous Deformation Analysis
| British Library Conference Proceedings | 2000
| Taylor & Francis Verlag | 1977