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    Please use this identifier to cite or link to this item: http://ir.lib.ncu.edu.tw/handle/987654321/500


    Title: 橋墩樁基礎座落砂質土層之地震分析
    Authors: 薛福淦;Fu-Yin Xuan
    Contributors: 土木工程研究所
    Keywords: 土壤與結構互制;群樁;斜樁;Soil-Pile-Superstructure Interaction
    Date: 2001-01-15
    Issue Date: 2009-09-18 17:06:38 (UTC+8)
    Publisher: 國立中央大學圖書館
    Abstract: 樁基礎在台灣已廣泛的使用於支承各種高樓建築以及橋樑等重要建造物,因此研發一樁基礎受震分析電腦程式有其實用及工程上的價值。本文既為探討群樁基礎受震時,考慮孔隙水壓時,下部結構與土壤互制的關係。此外對於結構受震時會承受較大的水平力,也以加入斜樁的方式加以分析研究。 本文使用三維非線性含水之有限元素分析,以Biot多孔介質理論為基礎,土壤之非線性有效應力分析是以Pacheco的孔隙水壓模式配合帽蓋模式來模擬,對橋墩樁基礎座落在飽和砂質土時進行研究。 分析顯示:橋墩樁基的設置,比較原無墩基土層在樁帽底部土壤孔隙水壓較原土層上升快。而斜樁角度愈大時墩頂水平向變位會隨之減小軸向變位則差異小,但各樁應力均會增加。且橋墩樁基礎整體與土壤互制產生的變位,會比墩基應變產生之變位重要等...。 Pile foundation has been used generally in Taiwan. So it is important to make a study of computer program about Pile Groups and Soil-Pile-Superstructure Interaction. In this study Bettered Pile has been used in bridge foundation. The nonlinearity of soil is assumed to follow the cap model, and the pore pressure model based on cap model, proposed by Pacheco, adopted to simulate the built-up of the pore pressure. The finite-element modeling about bridge pile foundation has been structural. From the analysis, the pore pressure is go up more quickly than the ground without pile foundation. And the bigger angle of pile decreased the top of horizontal displacement of the bridge pier, but increased the pile press (include inside pile and outside pile).
    Appears in Collections:[土木工程研究所] 博碩士論文

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