Microcrack Development of Circular Tunnel Excavation under No Jointed Rock and Single Jointed Rock Mass
碩士 === 國立臺灣科技大學 === 營建工程系 === 103 === This study is using numerical analysis software PFC2D to simulate a circular tunnel with overburden depth 300 meters, considering two different circular tunnel sections are 4 meters and 8meters. Under no jointed rock and single joint cutting circular tunnel with...
| Main Authors: | , |
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| Format: | Others |
| Language: | zh-TW |
| Published: |
2015
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| Online Access: | http://ndltd.ncl.edu.tw/handle/11090627785915205178 |