Please use this identifier to cite or link to this item: http://hdl.handle.net/11455/89465
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dc.contributor馮正一zh_TW
dc.contributor.author俞佳成zh_TW
dc.contributor.authorChia-cheng Yuen_US
dc.contributor.other水土保持學系所zh_TW
dc.date2014zh_TW
dc.date.accessioned2015-12-07T08:06:15Z-
dc.identifierU0005-2811201416191635zh_TW
dc.identifier.citation1. Zheng-yi Feng, (2012) The seismic signatures of the surge wave from the 2009 Xiaolin landslide-dam breach in Taiwan, Hydrological Processes, Vol. 26, Issue 9, pp.1342-1351. 2. Suwa, H., T. Mizuno, and T. Ishii, (2010), Prediction of a landslide and analysis of slide motion with reference to the 2004 Ohto slide in Nara. Japan, Geomorphology 124(3-4), 157-163. 3. Huang, N. E., Shen, Z., Long, S. R.,Wu, M. C., Shih, H. H., Zheng, Q., Yen, N. C., Tung, C. C., and Liu, H. H. (1998). 'The empirical mode decomposition and the Hilbert spectrum for nonlinear and nonstationary time series analysis in: Proceedings of the royal society of London, series a: mathematical.' Physical and Engineering Sciences, 454, 903–995. 4. Hibert, C., Mangeney, A., Grandjean, G. and Shapiro, N.M. (2011). Slope instabilities in Dolomieu crater, R?union Island: From seismic signals to rockfall characteristics. Journal of Geophysical Research 116: doi: 10.1029/2011JF002038. issn: 0148-0227. 5. Tralli, David M., et al. 'Satellite remote sensing of earthquake, volcano, flood, landslide and coastal inundation hazards.' ISPRS Journal of Photogrammetry and Remote Sensing, 59.4 (2005): 185-198. 6. Walter, Marco, and Manfred Joswig. 'Seismic monitoring of fracture processes generated by a creeping landslide in the Vorarlberg Alps.' First Break 26.6 (2008). 7. Amitrano, D., Gaffet, S., Malet, J. P., & Maquaire, O. (2007). Understanding mudslides through micro-seismic monitoring: the Super-Sauze (South-East French Alps) case study. Bulletin de la Soci?t? G?ologique de France, 178(2), 149-157 8. Katsumi Hattori, Hitomi Kohno, Yasunari Tojo, Tomomi Terajima, Hirotaka Ochiai, 'Early Warning of Landslides Based on Landslide Indoor Experiments', EGU General Assembly, Vienna, Austria, 2009. 9. Hsu, L., Finnegan, N. J., & Brodsky, E. E. (2011). A seismic signature of river bedload transport during storm events. Geophysical Research Letters, 38(13). 10. 周憲德、張友龍、章書成,土石流運動時之次聲特性監測及分析,中華水土保持學報,第36卷第三期,233-238頁,2005 11. 黃清哲、孫坤池、陳潮億、尹孝元,不同型態土石流地聲特性之實驗研究,中華水土保持學報,第38卷第四期,417-430頁,2007。 12. 張友龍 (2012),應用次聲與地聲之土石流現場觀測與雨量臨界分析,國立中央大學土木工程學系博士論文。 13. 基太克國際股份有限公司,加速度規規格書。 西元2014年8月21日,取自:http://www.g-tech-inst.com。zh_TW
dc.identifier.urihttp://hdl.handle.net/11455/89465-
dc.description.abstract滑動的發生往往伴隨著震動訊號的產生。本論文利用此特性,建立大型人工邊坡模型與人工堰塞壩,利用人工堰塞霸潰壩後之洪水沖蝕邊坡坡趾, 使邊坡發生崩塌,並利用加速度規收集崩塌後所產生之震動訊號。研究利用Hilbert-Huang Transform (HHT ) 分析並繪製時頻圖。根據時頻圖對應崩塌事件探討頻率與崩塌形式的關聯性。另外,本論文製造人為崩塌產生震動訊號,並利用HHT分析繪製時頻圖。將分析後之結果與沖蝕試驗之結果比較分析。本研究也利用電位感測器量測崩塌時邊坡內部土體電位變化情形,並利用HHT分析得到電位變化趨勢,根據變化趨勢對應崩塌事件探討電位變化與崩塌之關聯性。zh_TW
dc.description.abstractLandslides always induce seismic signals. To study the characteristic of the seismic signals induced by landslide, we built a large-scale model soil slope and an artificial landslide dam for testing. The overtopping water eroded the model slope when the artificial landslide dam breached. We installed accelerometers on the model soil slope to collect seismic signals during the tests. The seismic signals were analyzed using Hilbert-Huang Transform to obtain time-frequency spectrograms. From the spectrograms we can identify the timings when the model slope slid. In addition, the frequency contents of the collapsing events were compared and discussed. In addition, in this study we created the artificial landslide. The landslide generates produced seismic signals that were analyzed using Hilbert-Huang Transform to obtain time-frequency spectrograms. We will compare this result with the erosion test. The study used electric potential sensor to collect the electric potential variation of the slop .We used the HHT to analyze the trend of electric potential. The study discussed the relation of the landslide with the electric potential variation.en_US
dc.description.tableofcontents第一章 緒論 1 1-1 研究動機與目的 1 1-2 研究內容 1 1-3 論文架構 2 1-3-1 緒論(第一章) 2 1-3-2 文獻回顧(第二章) 2 1-3-3 材料與方法(第三章) 3 1-3-4 結果與討論(第四章) 3 1-3-5 結論與建議(第五章) 3 第二章 文獻回顧 4 第三章 研究方法 8 3-1 試驗流程圖 8 3-2 希爾伯特黃轉換 10 3-3 儀器介紹 10 3-3-1 加速度規 10 3-3-2 電位感測器 12 3-4 試驗區簡介 13 3-5 試驗流程 14 3-6 現地試體尺寸 18 3-6-1 第一次試驗(惠蓀潰壩試驗I) 18 3-6-2 第二次試驗(惠蓀潰壩試驗II) 19 3-6-3 第三次試驗(惠蓀潰壩試驗III) 20 3-6-4 第四次人為崩塌試驗 21 第四章結果與討論 22 4-1 惠蓀林場第一次潰壩試驗─震動訊號 (2013. 10. 13) 22 4-2 惠蓀林場第二次潰壩試驗─震動訊號(2013.11.05) 35 4-3 惠蓀林場第三次潰壩試驗─電位訊號(2014. 4. 13) 50 4-4 人為崩塌事件 63 第五章結論與建議 81 5-1 結論 81 5-2 建議 82 參考文獻 83zh_TW
dc.language.isozh_TWzh_TW
dc.rights不同意授權瀏覽/列印電子全文服務zh_TW
dc.subject崩塌zh_TW
dc.subject堰塞湖zh_TW
dc.subject沖蝕zh_TW
dc.subject震動訊號zh_TW
dc.subjectLandslideen_US
dc.subjectlandslide damen_US
dc.subjecterosionen_US
dc.subjectseismic signalen_US
dc.titleA study on the characteristics of the seismic signal induced by slope erosion and landslideen_US
dc.title邊坡沖蝕與崩塌之震動訊號特性研究zh_TW
dc.typeThesis and Dissertationen_US
dc.date.paperformatopenaccess2017-08-31zh_TW
dc.date.openaccess10000-01-01-
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