淡江大學機構典藏:Item 987654321/36172
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    Title: 淺基礎受偏心載重之承載力研究
    Authors: 祝錫智;林進榮
    Contributors: 淡江大學土木工程學系
    Keywords: 承載力;淺基礎;偏心載重;極限平衡法;Prandtl-Terzaghi破壞模式;aring Capacity;Shallow Foundation;Eccentric Load;Limit Equilibrium Method;Prandtl-Terzaghi Failure Model
    Date: 1996-09
    Issue Date: 2010-01-11 10:15:15 (UTC+8)
    Publisher: 臺北市:中華民國結構工程學會
    Abstract: 本文利用Prandtl-Terzaghi的破壞模式,並應用 Rankine被動土壓力理論,以理想Rankine被動區與對數螺線的組合曲線模擬淺基礎之破壞面,並配合極限平衡法之力及力矩平衡觀念,建立一套分析方法,以計算淺基礎在承受偏心載重時之承載力係數N/sub c/;N/sub q/;N/sub r/,及極限承載力q/sub ult/。
    理論分析結果顯示;在承受垂直載重之情況下,本法所得之承載力係數N/sub c/;N/sub q/; N/sub r/值與各研究者假設粗糙基底者的差異較小,而與其他眾人假設為光滑基底者之差異較大。在使用本文之承載力係數並佐以Terzaghi的淺基礎形狀因數後,與文獻中之理論值及實驗值比較後,其結果尚佳。
    Relation: 中華民國第三屆結構工程研討會論文集(二)=Proceedings of the 3th National Conference on Structural Engineering
    Appears in Collections:[Graduate Institute & Department of Civil Engineering] Proceeding

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