並列摘要
For researching slope failure induced by seepage and the movement of destructed soil mass, we conducted a flume experiment with a finite slope of soil body. The results were obtained as following: 1. In the soil body, the higher seepage force or the higher water level induced slope failure with the lower steepness of failure surfaces. 2. The steepness of failure surface was probably an affecting factor to transform soil body from sliding into flowing.
被引用紀錄
王欣雅（2009）。非均質邊坡管湧現象之探討〔碩士論文，中原大學〕。華藝線上圖書館。https://doi.org/10.6840/cycu200901072
曾偉銘（2008）。邊坡管湧之臨界水力坡降值推估〔碩士論文，中原大學〕。華藝線上圖書館。https://doi.org/10.6840/cycu200800484
鄭世才（2007）。邊坡管湧現象與水力坡降關係之探討〔碩士論文，中原大學〕。華藝線上圖書館。https://doi.org/10.6840/cycu200700368
孫偉騰（2005）。滲流水之離子濃度及電導度與土體崩塌發生關係之研究〔碩士論文，國立臺灣大學〕。華藝線上圖書館。https://doi.org/10.6342/NTU.2005.01325
延伸閱讀
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