The Study of Numerically Analytical Method on the Stability of Soil Slopes
博士 === 國立中興大學 === 土木工程學系 === 90 === The stability analysis of soil slopes is in general adopted by the limit equilibrium method and limit analysis method. However, there exist the shortcomings for these two methods due to inherently simplified assumptions. With the development of soil models, the st...
| Main Authors: | , |
|---|---|
| Other Authors: | |
| Format: | Others |
| Language: | zh-TW |
| Published: |
2002
|
| Online Access: | http://ndltd.ncl.edu.tw/handle/48286477699678217588 |