透過您的圖書館登入
IP:18.191.132.105
  • 學位論文

深層地滑邊坡運動歷程暨微地動特性案例研究

Evolution of a deep-seated creeping slope and associated characteristics: A case stud

指導教授 : 翁祖炘 王泰典

摘要


深層地滑特徵為邊坡滑移範圍大、移動速率緩慢、短時間內不易察覺,一旦觸發條件發生致使邊坡滑移運動加速,極可能引發遽變式山崩,造成重大災難。如何確認深層地滑的存在、滑動的範圍等相關課題,為國內邊坡災害防治與保障居住安全的關鍵項目。 本研究主要透過我國東南部某深層地滑邊坡為研究案例,蒐集彙整研究區域既有調查與監測資料,判釋多期遙測影像,繼而透過現地查核、地表地質調查與監測的資料比對後,確認深層地滑之滑動邊界與深度,據以探討案例邊坡近50年的運動歷程及滑動影響因素。並根據確認的滑動邊界,於現地進行一系列的微地動測量作業,據以探討深層地滑的微地動特性,以及微地動測量應用於深層地滑相關研究之注意事項。 研究結果顯示,本研究區域深層滑動體主要有三個,最大地滑區內包含兩個次級的滑動體,其滑動深度分別約為90 m、50 m與30 m,各滑動體運動歷程受坡趾沖蝕、下游小規模崩塌、公路修築、雨量等因素影響。深層地滑微地動特性部分,滑動區岩土層受擾動後相對鬆軟,其微地動特性與滑動區外有顯著差異,即微地動測量可提供判釋深層地滑滑動範圍之參考

並列摘要


The deep-seated slope movement is the one characterized by a huge scope moving mass with a deep sliding surface, low displacement rate, or a connecting of several moving masses with deep sliding surfaces. The existence how to affirm the deep-seated slope is an important project of domestic side slope disaster prevention and control with sliding range. A deep-seated slope movement case with many years monitoring data and 50 years of aerial photograph in southeast Taiwan, this article investigates the site characteristics of the slope. Borehole investigations, collecting monitoring and identification aerial photograph revealed the presence of unstably slope, which when integrated with inclinometer, image-mosaic technology detecting lining cracks and surface geodetic data, helped to provide key insights into the underlying instability mechanisms. Surface and borehole investigations of the unstable mass reveal an up to 90 m deep of metamorphic rocks divided into three primary blocks. The result showed deep-seated slope tended to move towards toe of slope and discontinuity attitude .The different response of microseismic measurement can make a distinction of slip the region and outside.

參考文獻


[17] 劉守恆、林慶偉,「SPOT 衛星影像之崩塌地自動分類研究」,航測及遙測學刊,第九卷,第二期,2004,第9- 22 頁
[19] 劉守恆、林慶偉,「SPOT 衛星影像之崩塌地自動分類研究」,航測及遙測學刊,第九卷,第二期, 2004,第9- 22 頁
[27] 黃燦輝、林銘郎、王泰典,隧道非破壞性檢測技術之開發總結報告書,交通部鐵路改建工程局東部工程處,宜蘭,2008
[1] Burrough P.A.,"Principles of Geographical Information Systems for Land Resources Assessment." Oxford University Press, Oxford, 1986, pp.147-166.
[2] Włodzimierz Margielewski,"Structural control and types of movements of rock mass in anisotropic rocks: Case studies in the Polish Flysch Carpathians Original Research Article," Geomorphology, vol.77, no. 1–2, 2006, pp.47–68

被引用紀錄


李佳翰(2013)。山岳隧道襯砌異狀肇因診斷技術研究〔博士論文,國立臺北科技大學〕。華藝線上圖書館。https://doi.org/10.6841/NTUT.2013.00047
吳奕廷(2017)。藉由微機電系統觀測蘭台地區邊坡之滑動情形〔碩士論文,國立臺灣大學〕。華藝線上圖書館。https://doi.org/10.6342/NTU201703761
黃士庭(2016)。營運中岩石隧道三維變位與襯砌裂縫型態之數值探討〔碩士論文,國立臺灣大學〕。華藝線上圖書館。https://doi.org/10.6342/NTU201602667
邱雅筑(2014)。營運中隧道變位模態解析與高精度監測技術之研究〔博士論文,國立臺灣大學〕。華藝線上圖書館。https://doi.org/10.6342/NTU.2014.01184
陳耀嶺(2013)。隧道襯砌異狀肇因診斷平台開發〔碩士論文,國立臺北科技大學〕。華藝線上圖書館。https://www.airitilibrary.com/Article/Detail?DocID=U0006-1708201315451000

延伸閱讀