Explicit Analysis Method for the Convergence Confinement Method in Tunneling under Non-Hyperstatic Stress State
碩士 === 中華大學 === 土木與工程資訊學系(所) === 98 === ABSTRACT The simulation of behavior between rock mass and support system in tunneling is always to suppose the hypothesis that tunnel is under hydrostatic stress state (coefficient of lateral pressure Ko=1.0). Nevertheless, due to the variety of geological str...
| Main Authors: | , |
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| Format: | Others |
| Language: | zh-TW |
| Published: |
2010
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| Online Access: | http://ndltd.ncl.edu.tw/handle/61875257040037539674 |