Stress Interaction Behaviors during the Excavation of Parallel-three-hole Tunnel by Numerical Analysis
碩士 === 國立臺北科技大學 === 土木與防災研究所 === 94 === During the process of excavation of parallel-three-hole tunnel, tunnel may fail under the stress interaction behavior particularly when the rock pillar widths are inadequate among the tunnels. Thanks to the modern computing technology, it is fairly easy to do...
Main Authors: | , |
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Other Authors: | |
Format: | Others |
Language: | zh-TW |
Published: |
2006
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Online Access: | http://ndltd.ncl.edu.tw/handle/2uk27a |