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南投地區地工震災調查與分析

A Study of Geotechnical Disaster on Nantou County after Shock

摘要


本文針對921地震後南投地區公共工程及其鄰近地區所產生之大地工程災害,包括斷層錯動引致構造物之永久變形、近斷層基樁之破壞及土壤液化等。藉由測量、基樁鑽心取樣及地質調查等之成果,比對地震前後之差異,嘗試瞭解其災害程度與距離斷層地表破裂位置可能之關聯性,並探討現行液化評估方法本土之適用性。

並列摘要


The study presented herein focus on the geotechnical disaster occurred in the vicinity of Nantou county from the 921 Chi-Chi Earthquake, including fault movement induced deformation, pile failure nearby the fault zone and soil liquefaction. Based on the investigation results from survey and coring inspection of piles, the connection between damage level and its corresponding distance from the surface fracture of fault was probed. In addition, for well understanding the appropriateness of some familiar approaches applied in analysis of liquefaction potential, the borings data before and after quake were introduced.

被引用紀錄


林伯勳(2006)。樁基礎受液化和地盤側向流動之結構行為分析〔博士論文,淡江大學〕。華藝線上圖書館。https://doi.org/10.6846/TKU.2006.01190
吳杰祐(2008)。逆斷層作用與土層內樁基礎之互制關係〔碩士論文,國立臺灣大學〕。華藝線上圖書館。https://doi.org/10.6342/NTU.2008.01702
邱維宣(2008)。時間域電磁法應用於地下金屬之探測〔博士論文,國立中央大學〕。華藝線上圖書館。https://www.airitilibrary.com/Article/Detail?DocID=U0031-0207200917354468
辜珮琳(2014)。台灣中部現地土壤液化成因與損害防治對策研究〔碩士論文,朝陽科技大學〕。華藝線上圖書館。https://www.airitilibrary.com/Article/Detail?DocID=U0078-2611201410185007

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