The Mechanical Behavior of Tunnels Excavating Towards The Discontinuous Geological Interface
碩士 === 國立臺灣科技大學 === 營建工程系 === 94 === The research utilized a three-dimension discrete element code, 3DEC, which is suitable for simulating the discontinuous rock mass, to study the stress transmissions and the deformation behavior of tunnels excavating towards the discontinuous geological interface...
| Main Authors: | , |
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| Format: | Others |
| Language: | zh-TW |
| Published: |
2006
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| Online Access: | http://ndltd.ncl.edu.tw/handle/phgm53 |