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Please use this identifier to cite or link to this item: http://ntour.ntou.edu.tw:8080/ir/handle/987654321/14037

Title: 基樁穩定邊坡極限分析初探
Investigation on Stability of Piled Slope Using Limit Analysis
Authors: Tsai-Feng Hsu
Contributors: NTOU:Department of Harbor and River Engineering
Keywords: 極限分析;邊坡;
the limit analysis;slope;pile
Date: 2004
Issue Date: 2011-06-30T07:32:56Z
Abstract: 本論文旨在應用極限分析法探討基樁對邊坡穩定之影響分析。首先,利用極限分析法,配合運動學理論來探討加入樁前/後及隨著樁設置位置的不同等因素,以探討對邊坡安全係數的變化及臨界破壞面的推估。另外考量實際工程,再引入開挖與加上地錨對邊坡的穩定性影響,並再探討對安全係數的變化及臨界破壞面的影響位置。最後,利用Winkler 型式的樑理論,配合樁的彈塑性,分析樁的變形、彎矩、剪力。
In the paper, the kinematical approach of limit analysis is used to analyze the stability of earth slopes reinforced with pile.As the location of the piles is different, the safety factor of the slope and the critical surface will be caculated. On the other hand, the chang of the satety factor and the critical sliding surface with excevating the slope and adding the anchor will also be carried out in order to the engineerung practice and design.
URI: http://ethesys.lib.ntou.edu.tw/cdrfb3/record/#G0M92520026
Appears in Collections:[河海工程學系] 博碩士論文

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