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高速鐵路引致地盤振動之地工防治對策探討

Geotechnical Mitigation Measures for Ground Vibrations Induced by High Speed Trains

摘要


高鐵行車引致之振動近年來引起工程師之研究興趣,一則希望瞭解其引致地盤之振動特性與大小,另則藉瞭解其特性以研究振動防治之對策。本文介紹目前世界上採用之四種高鐵系統之主要振動特性,並蒐集一些目前國外常使用之數種地工減振技術工法,探討其減振效果及其適用性,提供將來工程應用之參考。

並列摘要


The ground vibrations induced by high-speed train have drawn engineer's interest in recent years. The engineers need to study the vibration characteristics, which include frequency contents and vibration level, to find the vibration mitigation measures. This paper introduces the characteristics of ground vibrations induced by four high speed train systems, and reviews many approaches that have been suggested to be used for ground vibration mitigations. The effectiveness and applications of these vibration reduction methods are also discussed.

被引用紀錄


劉志豪(2017)。高速鐵路引致地盤振動之自動預測模式評估〔碩士論文,中原大學〕。華藝線上圖書館。https://doi.org/10.6840/cycu201700041
魏碩賢(2014)。高鐵列車引致地盤振動之遠域影響範圍評估〔碩士論文,中原大學〕。華藝線上圖書館。https://doi.org/10.6840/cycu201400085
林嵩偉(2011)。高速鐵路引致地盤振動之簡易預測模式研究〔碩士論文,中原大學〕。華藝線上圖書館。https://doi.org/10.6840/cycu201100814
張仕銘(2008)。高鐵列車於路堤結構引致地盤振動之評估〔碩士論文,中原大學〕。華藝線上圖書館。https://doi.org/10.6840/cycu200900262
陳國彥(2008)。高鐵列車於橋樑結構引致地盤振動之評估〔碩士論文,中原大學〕。華藝線上圖書館。https://doi.org/10.6840/cycu200900258

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