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以離心模型的震動台試驗探討沉箱碼頭的側向擴展

Lateral Spreading Triggered by Quay Wall Movements Using Centrifuge Shaking Table Tests

摘要


本文主要探討液化引致沉箱碼頭移出導致的地盤側向擴展現象。首先歸納阪神淡路大震中港島及六角島與集集大震後台中港的破壞災象及型態。然後利用裝置於離心機掛台上的震動台,進行沉箱碼頭的離心模型震動試驗,將模型試驗所呈現的破壞型態與現場的破壞案例比較,並討論碼頭側滑引起的地盤側向擴展的破壞機制。

並列摘要


The phenomena of liquefaction-induced lateral spreading of saturated cohesionless soils triggered by movements of caisson type quay walls are studied. First of all, the patterns of ground failure at the Taichung Habor in Taiwan, and Port Island and Rokko Island in Japan were investigated in detail. Then, a series of centrifuge shaking table tests were carried out to study both the deformation characteristics of backfills and the response of caisson type quay walls during liquefaction induced by strong earthquakes. A comparison of test results and observed field ground failure is made and the possible mechanisms of lateral spreading triggered by quay wall movements are discussed.

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
李姿穎(2009)。沉箱式碼頭受震動力反應分析之研究〔碩士論文,國立臺灣大學〕。華藝線上圖書館。https://doi.org/10.6342/NTU.2009.01598
蔡晨暉(2011)。以離心模型試驗模擬沉箱式碼頭之受震行為〔碩士論文,國立中央大學〕。華藝線上圖書館。https://www.airitilibrary.com/Article/Detail?DocID=U0031-1903201314411377
張志鵬(2012)。以離心模型試驗探討沉箱碼頭之受震反應及復建補強對策〔碩士論文,國立中央大學〕。華藝線上圖書館。https://www.airitilibrary.com/Article/Detail?DocID=U0031-1903201314455829
吳宗霖(2017)。液化側向擴展變位之CPT評估法-案例分析〔碩士論文,義守大學〕。華藝線上圖書館。https://www.airitilibrary.com/Article/Detail?DocID=U0074-1101201712293200

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