Three- dimensional analysis of stress and deflection paths induced by deep excavations in sand
碩士 === 國立高雄應用科技大學 === 土木工程與防災科技研究所 === 99 === In this study, numerical simulation of deep excavation was delivered using three- dimensional FEM software MIDAS GTS and excavations at O6 station in Kaohsiung Metro was selected as the project background. An elastic- perfect plastic constitutive model,...
| Main Authors: | , |
|---|---|
| Other Authors: | |
| Format: | Others |
| Language: | zh-TW |
| Published: |
2011
|
| Online Access: | http://ndltd.ncl.edu.tw/handle/95668398892271388467 |