Experimental Study of the Penetration of Spudcan Footing into Sloping Seabed
碩士 === 國立交通大學 === 土木工程系所 === 106 === In this study, the effects of the penetration of spudcan into sloping seabed were investigated. Ottawa sand was used as soil specimen. 1g physical model tests were conducted for the circular model spudcan with a diameter of 150 mm. Testing facilities used at the...
| Main Authors: | , |
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| Other Authors: | |
| Format: | Others |
| Language: | zh-TW |
| Published: |
2017
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| Online Access: | http://ndltd.ncl.edu.tw/handle/cbqq62 |