標題: 逆算分析法於破壞邊坡之應用
The Appliance of Back Analysis on Slope Failure
作者: 林啟忠
Chii-Jong Lin
許海龍
Hai-Lung Hsu
土木工程學系
關鍵字: 逆算分析;back analysis
公開日期: 1993
摘要: 本文以利用現地監測設備對邊坡之滑動面位置的確認, 進 決定該邊坡之 剪力強度參數單一值, 以提供穩定分析及整治設計時的參考。研究顯示, 土壤強度參數之分佈於某特定值處有收斂為極狹窄的範圍之現像, 且安全 因數於該參數時為最小, 此參數即為建議採用之強度參數。 The results of in situ monitoring systems are used to recognize the slip surface of a failure slope, then the empirical shear strength parameters are obtained by the take analysis of stability of the slopes. The result shows, the distribution of shear strength parameters converge into a narrow range on specific values and there is the minimum factor of safety. The specific values are advised as design values.
URI: http://140.113.39.130/cdrfb3/record/nctu/#NT820015052
http://hdl.handle.net/11536/57572
Appears in Collections:Thesis