Abstract
Risk management theory was applied to the restoration plan of a failure slope induced by the Fukuoka earthquake in 2005. The potential slope failure is simulated using the discontinuous deformation analysis (DDA); and the risk of the slope disaster is evaluated for the potential failure slope of the three pointed-out cases based on the DDA results. Countermeasures for an appropriate failure scale in the restoration plan are proposed based on the risk analysis and risk pair convenience analysis.
| Original language | English |
|---|---|
| Pages (from-to) | 2488-2493 |
| Number of pages | 6 |
| Journal | Yanshilixue Yu Gongcheng Xuebao/Chinese Journal of Rock Mechanics and Engineering |
| Volume | 27 |
| Issue number | 12 |
| Publication status | Published - Dec 2008 |
All Science Journal Classification (ASJC) codes
- Geotechnical Engineering and Engineering Geology
- Geology
- Civil and Structural Engineering