Compression Behaviors of Saturated Granular Soils Subjected to Repeating Loads in Ko Conditions

碩士 === 國立成功大學 === 土木工程學系碩博士班 === 101 === Hydrogeological surveys reveal that the soil stratum in Yunlin area are mainly consisted with sandy soils (sand and silty sand) within 100 m. Variations of ground water table could repeatedly change the effectives stress and cause ground subsidence. To evalua...

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Bibliographic Details
Main Authors: Hen-RueiTsai, 蔡函叡
Other Authors: Wen-Jong Chang
Format: Others
Language:zh-TW
Published: 2013
Online Access:http://ndltd.ncl.edu.tw/handle/20917090233855555939