Lining Crack Patterns Corresponding with 3D Displacements for Rock Tunnels in Operation Revealed by Numerical Simulation
碩士 === 國立臺灣大學 === 土木工程學研究所 === 104 === In this stage, the analysis of tunnels is based on the study of “stress-strain relationship around a hole in an elasto-plasticity media” and “closed convergence curve concept”. These theories of underground excavation are mostly proposed by European and Americ...
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| Format: | Others |
| Language: | zh-TW |
| Published: |
2016
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| Online Access: | http://ndltd.ncl.edu.tw/handle/63638734034977011362 |