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    Please use this identifier to cite or link to this item: http://tkuir.lib.tku.edu.tw:8080/dspace/handle/987654321/72611

    Title: The Phase Concept for Liquefaction in both Sandy and Clayey Soils
    Authors: Lee, Shannon Hsien-Heng;Huang, Jin-Hwa;Widjaja, Budijanto;Chang, Der-Wen
    Contributors: 淡江大學土木工程學系
    Keywords: Liquefaction;Liquid Limit;Viscosity;Earthquake;Mudflow
    Date: 2013-03
    Issue Date: 2013-04-16 09:52:00 (UTC+8)
    Publisher: 新北市:淡江大學
    Abstract: 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.
    Relation: Journal of Applied Science and Engineering=淡江理工學刊 16(1), pp.15-22
    DOI: 10.6180/jase
    Appears in Collections:[土木工程學系暨研究所] 期刊論文

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