Simplified p-y Curve Methods for Laterally Loaded Single Pile in Sand

碩士 === 國立臺灣科技大學 === 營建工程系 === 89 === This thesis presented the results of two simplified methods using p-y curve for laterally loaded pile in sand. In the analysis, the pile is employed as elastic material and the nonlinear stress-deformation characteristic (p-y curve) of the soil is considered. Fou...

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Bibliographic Details
Main Authors: Dah-Gang Ou Yang, 歐陽大剛
Other Authors: Yun-Mei Hsiung
Format: Others
Language:zh-TW
Published: 2001
Online Access:http://ndltd.ncl.edu.tw/handle/56756124320063028857