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| DC 欄位 | 值 | 語言 |
|---|---|---|
| dc.contributor.advisor | 胡植慶 | zh_TW |
| dc.contributor.advisor | Jyr-Ching Hu | en |
| dc.contributor.author | 董英宏 | zh_TW |
| dc.contributor.author | Ying-Hung Tung | en |
| dc.date.accessioned | 2021-05-19T17:48:48Z | - |
| dc.date.available | 2023-11-10 | - |
| dc.date.copyright | 2018-01-04 | - |
| dc.date.issued | 2017 | - |
| dc.date.submitted | 2002-01-01 | - |
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| dc.identifier.uri | http://tdr.lib.ntu.edu.tw/jspui/handle/123456789/7642 | - |
| dc.description.abstract | 山崩是劇烈的地質災害，對生命與財產威脅甚大，是全球關注的科學議題之一。臺灣島位於歐亞板塊與菲律賓海板塊活動邊界，且是西太平洋副熱帶氣候區中，活躍的地質作用及多雨的氣候造就臺灣是高山崩潛勢的區域之一。面對潛在的山崩威脅，觀察監測與境況模擬是進行災害評估的重要途徑。
廬山聚落位於脊梁山脈板岩帶上，其地形坡向與板岩劈理順向，具有大規模山崩之虞；因此，本研究利用雷達持久散射體干涉技術（PS-InSAR，Persistent Scatterers Interferometric Synthetic Aperture Radar）與顆粒流程式（PFC，Particle Flow Code）個別元素方法（distinct element method），輔助監測聚落地表變形，並模擬變形之物理機制。 第一部分解算2007年至2010年的ALOS（Advanced Land Observation Satellite）衛星影像，並比對全球定位系統連續站（CGPS，Continuous Global Positioning System）時間序列。藉由CGPS時間序列中非雨季期間的速度值作為參考值，得到聚落中北側與南側兩個在視衛星方向（LOS，line of sight）上遠離衛星的速度負值區；並結合高精度數值地形模型（DEM，Digital Elevation Model）地形特徵圈繪潛移崩體。聚落中活動性較高的北端坡體位在塔羅灣溪攻擊坡上，PS-InSAR結果顯示在觀測期間以-40 ~ -60 mm/yr速度潛移變形，變形範圍擴及後方山脊，面積約20公頃。其餘聚落範圍則以-10 ~ -20 mm/yr變位，此外受限地形特徵不明顯與PS密度較疏，不足以研判細部的崩體邊界。 第二部分藉PFC個別元素法針對活動性較高的北端邊坡進行分析。首先透過弱化板岩邊坡之劈理弱面強度與岩石強度，觀察邊坡變形。試驗結果顯示強度弱化的岩體在模型中出現可觀察的系統性邊坡變形時，變形皆影響到邊坡後方脊線且變形深度都大於目前測傾管之孔深120 m，且變形邊界後緣發生沿高傾角劈理面的錯動。另一方面，藉由剪裂面摩擦係數測試，發現倘若邊坡滑動面完全發育時，或板岩發生剪動破壞，該邊坡能引致遽變式山崩。在地質材料之磨擦係數隨高速剪動而驟降的特性下，崩體能於5秒內增速至10 m/s，並於10秒內衝擊塔羅灣溪對岸。 | zh_TW |
| dc.description.provenance | Made available in DSpace on 2021-05-19T17:48:48Z (GMT). No. of bitstreams: 1 ntu-106-R04224207-1.pdf: 15488635 bytes, checksum: a47fac4c8e5a36c6b806fa461318fb0e (MD5) Previous issue date: 2017 | en |
| dc.description.tableofcontents | 謝辭 i
摘要 iii Abstract v 目錄 vii 圖目錄 x 表目錄 xii 第一章、緒論 1 1.1. 研究動機 1 1.2. 山崩與大規模崩塌 2 1.3. 山崩監測與遙測 4 1.4. 山崩之數值模擬 5 1.5. 論文架構與使用資料 6 第二章、研究區域地質與現地調查 9 2.1. 研究區域地質 9 2.1.1. 脊樑山脈西翼板岩帶與廬山層 12 2.1.2. 廬山地區附近地質 12 2.1.3. 廬山聚落地質 14 2.2. 現地調查與地形表徵判釋 16 第三章、合成孔徑雷達持久散射體干涉技術 20 3.1. 合成孔徑雷達持久散射體差分干涉法（PS-InSAR） 20 3.2. 解算流程：StaMPS/MTI 25 3.2.1. 前處理 25 3.2.2. 振幅與相位分析 26 3.2.3. PS選點 28 3.2.4. 位移估計 29 3.2.5. 空間干擾消除 30 3.3. 衛星影像資訊 31 3.4. 衛星影像波段與衛星觀測幾何特性 34 3.4.1. 衛星影像波段特性 34 3.4.2. 衛星觀測幾何特性 35 3.5. 地形幾何影響 35 第四章、顆粒流個別元素法 38 4.1. 顆粒流個別元素法（PFC） 38 4.1.1. 建模組成元素與基本假設 38 4.1.2. 計算週期 38 4.1.3. 力與位移律 39 4.1.4. 運動與時階 42 4.1.5. 接觸與鍵結的組成 43 4.1.6. 微觀參數與巨觀參數 45 4.2. PFC數值模擬方法之優勢與限制 46 4.3. 使用PFC於山崩分析之前人研究 46 4.4. 力學參數之採用 47 第五章、合成孔徑雷達持久散射體干涉技術觀察結果 49 5.1. 差分干涉影像（DInSAR） 49 5.2. 雷達持久散射體干涉技術觀測（PS-InSAR） 53 5.3. 持久性散射體分布與速度標準差 56 5.4. PS-InSAR與CGPS時間序列比較 57 5.5. 穩定參考速度 58 5.6. 地形效應與觀測敏感度檢視 60 5.7. 綜合地形特徵與測傾管紀錄比較 61 5.8. 小結與建議 68 第六章、個別元素法數值分析結果 69 6.1. 岩體強度弱化試驗 69 6.1.1. 試驗概述 69 6.1.2. 劈理弱面摩擦係數之弱化試驗 70 6.1.4. 變形機制與變形範圍 74 6.2. 穩定度分析 76 七、結論 79 參考文獻 81 附錄 A-1 | - |
| dc.language.iso | zh_TW | - |
| dc.subject | 潛在山崩 | zh_TW |
| dc.subject | 臺灣廬山聚落 | zh_TW |
| dc.subject | 合成孔徑雷達持久散射體干涉技術 | zh_TW |
| dc.subject | 個別元素法 | zh_TW |
| dc.subject | 顆粒流 | zh_TW |
| dc.subject | 板岩潛變 | zh_TW |
| dc.subject | Potential Landslide | en |
| dc.subject | Lushan Settlement | en |
| dc.subject | Taiwan | en |
| dc.subject | PS-InSAR (Persistent Scatterers Interferometric Synthetic Aperture Radar) | en |
| dc.subject | PFC (Particle Flow Code) | en |
| dc.subject | Distinct Element Method | en |
| dc.subject | Creeping slate slope | en |
| dc.title | 應用雷達持久散射體干涉技術與個別元素法評估山崩災害潛勢──以臺灣中部板岩區個案為例 | zh_TW |
| dc.title | Assessment of Potential Landslide Hazard by PS-InSAR and Distinct Element Method: A Case Study in Slate Belt, Central Taiwan | en |
| dc.type | Thesis | - |
| dc.date.schoolyear | 106-1 | - |
| dc.description.degree | 碩士 | - |
| dc.contributor.oralexamcommittee | 朱傚祖;林銘郎;董家鈞;謝嘉聲 | zh_TW |
| dc.contributor.oralexamcommittee | Hao-Tsu Chu;Ming-Lang Lin;Jia-Jyun Dong;Chia-Sheng Hsieh | en |
| dc.subject.keyword | 臺灣廬山聚落,合成孔徑雷達持久散射體干涉技術,個別元素法,顆粒流,板岩潛變,潛在山崩, | zh_TW |
| dc.subject.keyword | Lushan Settlement, Taiwan,PS-InSAR (Persistent Scatterers Interferometric Synthetic Aperture Radar),PFC (Particle Flow Code),Distinct Element Method,Creeping slate slope,Potential Landslide, | en |
| dc.relation.page | 99 | - |
| dc.identifier.doi | 10.6342/NTU201704413 | - |
| dc.rights.note | 同意授權(限校園內公開) | - |
| dc.date.accepted | 2017-12-14 | - |
| dc.contributor.author-college | 理學院 | - |
| dc.contributor.author-dept | 地質科學系 | - |
| 顯示於系所單位： | 地質科學系 | |
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