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...
Main Authors: | , |
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Other Authors: | |
Format: | Others |
Language: | zh-TW |
Published: |
2013
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Online Access: | http://ndltd.ncl.edu.tw/handle/20917090233855555939 |