Analysis of Soil Profile Deformation Double-O-tube Shield Tunneling of Rolling and Yawing
碩士 === 國立臺北科技大學 === 土木工程系土木與防災博士班 === 105 === It is difficult to predict accurately the soil profile deformation while digging a tunnel, particular a double-O-tube shield tunnel. For the purpose of this study, the finite element analysis program, PLAXIS 3D, was introduced to simulate the soil profil...
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| Format: | Others |
| Online Access: | http://ndltd.ncl.edu.tw/handle/72gn45 |