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    請使用永久網址來引用或連結此文件: http://tkuir.lib.tku.edu.tw:8080/dspace/handle/987654321/72611

    題名: The Phase Concept for Liquefaction in both Sandy and Clayey Soils
    作者: Lee, Shannon Hsien-Heng;Huang, Jin-Hwa;Widjaja, Budijanto;Chang, Der-Wen
    貢獻者: 淡江大學土木工程學系
    關鍵詞: Liquefaction;Liquid Limit;Viscosity;Earthquake;Mudflow
    日期: 2013-03
    上傳時間: 2013-04-16 09:52:00 (UTC+8)
    出版者: 新北市:淡江大學
    摘要: Research on liquefaction is an interesting endeavor. Many scholars believe that the main trigger of liquefaction under earthquake is the change of pore water pressure inside soil. Others proposed the variation of soils from plastic to liquid state under static condition due to water content changing, and mudflow is then happen. The limit of both states is called the liquid limit. The current paper aims to demonstrate the concept of both states.
    關聯: Journal of Applied Science and Engineering=淡江理工學刊 16(1), pp.15-22
    DOI: 10.6180/jase
    顯示於類別:[土木工程學系暨研究所] 期刊論文


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