Distinct Element Approach to the Bearing Capacity of Granular Material
碩士 === 國立高雄大學 === 土木與環境工程學系碩士班 === 97 === Traditionally, the bearing capacity of shallow foundation and the active or the passive earth pressure of retaining wall are obtained from limit equilibrium method based on the mechanics of continuum. However, the geo-material is mainly composed of discrete...
| Main Authors: | , |
|---|---|
| Other Authors: | |
| Format: | Others |
| Language: | zh-TW |
| Published: |
2009
|
| Online Access: | http://ndltd.ncl.edu.tw/handle/28718438257458080599 |