臺灣博碩士論文加值系統

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.

目錄
摘要 I
Abstract II
目錄 III
表目錄 III
圖目錄 III
符號說明 III
第1章 緒論 3
1.1 研究背景 3
1.2 研究動機 3
1.3 研究方法 3
1.4 研究內容的探討 3
第2章 文獻回顧 3
2.1 坡面的穩定 3
2.1.1 有限元素法 3
2.1.2 極限平衡法 3
2.1.3 極限分析法 3
2.2 排樁的分析 3
第3章 基本理論 3
3.1 邊坡極限分析法 3
3.1.1 安全係數 3
3.1.2 邊坡破壞面的選取 3
3.1.3 功能原理 3
3.2 Ito及Matsui法之公式推導與假設 3
3.3 樁的行為模式 3
第4章 數據分析與結果 3
4.1 樁邊坡案例分析 3
第5章 結論與建議 3
5.1 結論 3
5.2 建議 3
參考文獻 3
附錄І 3

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