Liquefaction assessment of the soil stratum with a thin silt layer

碩士 === 國立中央大學 === 土木工程研究所 === 98 === In this study, an effective stress based three dimensional finite element model is adopted to investigate the ground motion of a sandy deposits with a thin silt intra-layer at various depths. The nonlinearity of soil is assumed to follow the Cap model, and the p...

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Bibliographic Details
Main Authors: Jui-Yung Chen, 陳瑞永
Other Authors: Huei-Tsyr Chen
Format: Others
Language:zh-TW
Published: 2010
Online Access:http://ndltd.ncl.edu.tw/handle/40047485674453612196