Bearing Capacity and Deformations of Pile Foundations in Layered Soils
碩士 === 淡江大學 === 土木工程學系 === 91 === This study presents the modified wave equation analysis for vertical and lateral responses of the pile foundations in layered soils. Linear springs from the t-z and p-y curves and nonlinear springs from the Novak’s model were implemented considering the geology and...
| Main Authors: | , |
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| Other Authors: | |
| Format: | Others |
| Language: | zh-TW |
| Published: |
2003
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| Online Access: | http://ndltd.ncl.edu.tw/handle/14329705578146750662 |