Study of Ground Movement and Stress on Segements Induced by Shield Tunnelling in Sandy Soil at Kaohsiung
碩士 === 國立高雄應用科技大學 === 土木工程與防災科技研究所 === 96 === In this study, feedback analyses using empirical methods of Peck (1969) and O’Reilly and New (1982) are delivered based on case record of tunnels of Contract CR3 in Kaohsiung Rapid Transit System and the influence zone caused by tunnel construction is ev...
| Main Authors: | , |
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| Other Authors: | |
| Format: | Others |
| Language: | zh-TW |
| Published: |
2008
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| Online Access: | http://ndltd.ncl.edu.tw/handle/32451663288980163345 |