Studies of the Deformation Behavior Due to Rock Tunneling
博士 === 國立臺灣科技大學 === 營建工程系 === 88 === ABSTRACT The drilling characterization of a tunnel should be three-dimensional. The rock stress tends to a new balance level through deformation adjustment in tunneling. At present two-dimensional numerical analyses are still common used for tunnel de...
| Main Authors: | , |
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| Other Authors: | |
| Format: | Others |
| Language: | zh-TW |
| Published: |
2000
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| Online Access: | http://ndltd.ncl.edu.tw/handle/13441242672547336551 |