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    Please use this identifier to cite or link to this item: http://tkuir.lib.tku.edu.tw:8080/dspace/handle/987654321/69843


    Title: 含樁帽及互制影響之樁基礎波動方程分析
    Other Titles: Wave Equation Analysis for Pile Foundations Including Cap and Interaction Effects
    Authors: 張德文;林伯勳
    Contributors: 淡江大學土木工程學系
    Keywords: 波動方程;樁基礎;互制;耐震設計
    Date: 2003-03
    Issue Date: 2013-04-16 09:52:19 (UTC+8)
    Publisher: 臺北市:地工技術研究發展基金會
    Abstract: 本研究以基本彈力公式配合疊加概念建立邊坡穩定之概略分析方法,除提供邊坡的破壞區域外,亦顯示邊坡內部各點的應力分佈情形。研究模式係將邊坡外側虛擬土方之等值向上荷重置於水平地表,利用應力疊加模擬該地表開挖後之應力變化。由本研究與其它的分析解比較顯示,本研究所得應力分佈趨勢與其它方法大致相似。在破壞潛能方面,本研究可概估邊坡內不同區域的安定性,其最小安全係數較極限平衡法所得者為低,但以臨界滑動面之平均安全係數言之,觀察結果將相當類似。
    Relation: 地工技術=Sino-Geotechnics 95,頁49-60
    Appears in Collections:[土木工程學系暨研究所] 期刊論文

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