Improvement of Lateral Displacement of Short Pile in Clay
碩士 === 國立中央大學 === 土木工程研究所 === 90 === The theory of ultimate bearing capacity proposed by Broms is usually used for analyzing lateral bearing capacity of short pile. Although the assumptions of this theory are simple and convenient, the proposed earth pressure distribution is quite different to the r...
| Main Authors: | , |
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| Other Authors: | |
| Format: | Others |
| Language: | zh-TW |
| Published: |
2002
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| Online Access: | http://ndltd.ncl.edu.tw/handle/81669130116342849743 |