A Study on Deflection and Stress Path of Deep Excavation 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 === 98 === In this study, numerical simulation of deep excavation was delivered using two- dimensional FEM program PLAXIS and three underground stations in Kaohsiung metro system, O6, O7 and R5 were selected as the project background. Two constitutive models in the...
| Main Authors: | , |
|---|---|
| Other Authors: | |
| Format: | Others |
| Language: | zh-TW |
| Published: |
2010
|
| Online Access: | http://ndltd.ncl.edu.tw/handle/66499484800949728982 |