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林肯大郡邊坡坍塌災變原因之省思及後續整治建議

Post Lincoln Community Disaster Retrospection and Remedy Proposal

摘要


林肯大郡北側邊坡之坍塌災變,係諸多不利因素及人為疏失同時發生在該災區所導致,原是一場可以避免的不幸事件,本文從進一步的調查及試驗結果,說明災變原因與強度參數取捨及地下水位假設不當有直接的關係,希望此次的不幸事件,能帶給工程人員更多的省思與警惕,更盼相同的錯誤及疏失不要再次的發生,本文最後針對災變原因提出本坍塌區之整治處理建議,該建議僅係代表筆者之意見,提供各界討論及參考。

關鍵字

坍塌 強度參數 地下水位

並列摘要


The compound of many adverse factors and wrong doings has caused the landslide disaster, though basically avoidable, at the north part of Lincoln Community. Paired with test results, advanced investigation indicates that the disastrous landslide relates directly to some inadequate strength parameters and deficient assumptions for groundwater level. This article discusses the major causes of the calamitous landslide, hoping to evoke more retrospection and alertness in the engineering field. The authors endeavor to prevent similar wrong doings in the future. The remedy proposal stands for a personal view of the authors; however, it may also serve as a reverence measure and a discussion object for the public.

被引用紀錄


楊智凱(2015)。夾層泥縫對邊坡破壞面發展行為之影響研究〔碩士論文,淡江大學〕。華藝線上圖書館。https://doi.org/10.6846/TKU.2015.00805
陳嘉娸(2014)。順向坡滑動面調查與判釋方法之研究 -以新北市某路段護坡工程為例〔碩士論文,國立臺北科技大學〕。華藝線上圖書館。https://doi.org/10.6841/NTUT.2014.00664
高翊唐(2014)。邊坡滑動面之研究-以174縣道地滑區為例〔碩士論文,國立臺北科技大學〕。華藝線上圖書館。https://doi.org/10.6841/NTUT.2014.00647
高振誠(2006)。邊坡滑動面判釋方法之研究-以烏山嶺地滑區為例〔碩士論文,國立臺北科技大學〕。華藝線上圖書館。https://doi.org/10.6841/NTUT.2006.00172

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