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研究生: 林昶成
Lin, Chang-Cheng
論文名稱: 臺灣西北部內麓山帶構造轉移帶之變形作用分析
The Study of Deformation of Structural Transfer Zone in the Inner Foothills Belt of Northwestern Taiwan
指導教授: 林慶偉
Lin, Ching-Weei
共同指導教授: 楊耿明
Yang, Kenn-Ming
學位類別: 碩士
Master
系所名稱: 理學院 - 地球科學系
Department of Earth Sciences
論文出版年: 2010
畢業學年度: 98
語文別: 中文
論文頁數: 118
中文關鍵詞: 三義斷層小南勢斷層桂竹林斷層砂盒模型平衡剖面
外文關鍵詞: San-Yi Thrust, Hsiaonanshih fault, Kueichulin fault, sandbox model, balanced cross section
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  • 台灣西北部內麓山帶位於早期沈積盆地中心,由於複雜的地形和地質構造,以及解析度有限的震測資料,本區域仍有部分地質構造問題尚未釐清。本研究選定三義及其附近地區,北部緊密的出磺坑背斜和八卦力背斜於南端轉變成三義斷層上盤較寬廣的構造形式,兩者之間存在一東北東-西南西走向之橫移構造,東鄰數條逆斷層所截切之細道邦構造。本研究目的為瞭解東北東-西南西走向之桂竹林斷層南北兩側之構造特性以及討論三義斷層與小南勢斷層在區域地質構造發育中所扮演之角色。
    本研究利用Geosec 2D構造模擬分析軟體繪製一條近東-西向之構造平衡剖面,再綜合前人所繪製之數條構造平衡剖面來深入瞭解地質構造及地下幾何形貌,進而利用砂盒物理模型模擬區域地質構造發育的現象。
    研究結果發現三義斷層往北延伸的桂竹林斷層於地底下會與小南勢斷層匯聚在一起,暗示著小南勢斷層並沒有向下切穿三義斷層的下盤。另外,於砂盒物理模型中成功模擬出與桂竹林斷層斷層北段類似之橫移構造,此一橫移構造北側發育出以傾角朝東之逆衝斷層及伴生之斷層拓展褶皺,南側則以逆衝斷層及斷層彎曲褶皺之發育為主,此一特性亦符合目前地下地質構造之解釋。
    本研究顯示東北東-西南西走向桂竹林斷層之發育,於地表下並不一定需要側向斷坡之存在,透過前向斷坡之側向尖滅亦可在地表上產生如同桂竹林斷層之橫移構造。此外,於砂盒物理模型中得知地底下構造發育存在未出露之反向逆衝斷層的可能性,在繪製構造平衡剖面時可考慮此情況以獲得不同之解釋。

    The inner foothills belt of northwestern Taiwan was a part of the center of the pre-orogenic sedimentary basin, initially. Because of rugged topography, complex geological structures and poor resolution of seismic profiles, there still are some ambiguous features for the regional geology. The Chuhuangkeng anticline and the Pakauli anticline are tight structures of the north of the Miaoli-Sanyi area, and the hanging wall of the Sanyi thrust is a gentle structure of the south; therefore, there exists a structural transfer zone in the study area. The objects of this study are to clarify the significant difference in geological structure between the northern and southern of the Kueichulin fault, and to understand the development of and correlation between the Sanyi thrust and the Hsiaonanshih fault.
    In this study, we used GeoSec2D, a software for constructing balanced cross-sections, to construct a E-W trending balanced cross section combined with other balanced cross sections to investigate the subsurface geometry. We also run several sandbox models to simulate the development of the geological structures.
    The study results indicate that the Hsiaonanshih fault merges with the Kueichulin fault at depth, namely, the footwall of the Sanyi thrust is not cut across by the Hsiaonanshih fault. A transverse segment of the strike slip fault, which separates two regimes of contrasting structural style—a fault-bend fold in the south and a fault-propagation fold in the north, appears in the sandbox models and the result is consistent with the subsurface geological structrue.
    The study results indicate that creating a structural transfer zone does not always need a lateral ramp at depth, only if the presence of a frontal ramp is laterally terminated. In addition, it may be neccessary to consider the existence of blind backthrust that also appears in the sandbox model; it would provide additional clues for the interpretation of any balanced cross-sections.

    中文摘要................................................................................................. Ⅰ 英文摘要................................................................................................. II 誌謝........................................................................................................ Ш 目錄........................................................................................................ Ⅳ 表目錄.................................................................................................... VI 圖目錄.....................................................................................................VII 第一章 前言.......................................................................................... 1 1.1 研究目的................................................................................. 1 1.2 研究區域地質構造概況......................................................... 2 1.3 研究區域地質構造問題......................................................... 5 第二章 前人研究.................................................................................. 7 2.1 區域地質相關研究................................................................. 7 2.2 構造平衡剖面相關研究......................................................... 17 2.3 比例物理模型前人相關研究................................................. 19 第三章 研究方法.................................................................................. 25 3.1 構造平衡剖面研究方法與流程............................................. 25 3.2 研究區域三維構造模型建立……………………………............ 33 3.3 砂盒物理研究方法與流程..................................................... 35 3.3.1 實驗儀器與材料........................................................ 35 3.3.1.1砂盒模型實驗儀器…………………………….............. 35 3.3.1.2 實驗材料................................................................. 37 3.3.1.3 石英砂染色及處理................................................. 38 3.3.2 鋪設石英砂及投影膠片.................................................. 38 3.3.2.1 鋪設石英砂............................................................. 38 3.3.2.2 鋪設投影膠片......................................................... 39 3.3.3 實驗觀察與紀錄.............................................................. 40 3.3.3.1 實驗紀錄................................................................. 40 3.3.3.2 剖面處理與紀錄..................................................... 40 第四章 模型邊界條件與模型配置...................................................... 41 4.1 前向斷坡之側向尖滅............................................................. 41 4.2 後阻體水平擠壓量增加......................................................... 44 第五章 研究結果.................................................................................. 46 5.1 新繪製之構造平衡剖面......................................................... 46 5.1.1 細道邦構造...................................................................... 48 5.1.2 出磺坑構造...................................................................... 53 5.1.3 通霄背斜.......................................................................... 54 5.1.4 三義斷層與小南勢斷層.................................................. 56 5.1.5 研究區域底滑面位置...................................................... 64 5.1.6 構造發育順序.................................................................. 66 5.2 構造平衡剖面之回溯…………………………………………….…68 5.2.1出磺坑背斜軸部斷層之回溯.............................................68 5.2.2通霄背斜及出磺坑背斜之回溯.........................................69 5.2.3桂竹林斷層及細道邦背斜之回溯.....................................70 5.3 三維構造模型之建立……………………………………………... 74 5.4 砂盒物理模型......................................................................... 78 5.4.1 前向斷坡之側向尖滅...................................................... 78 5.4.2 後阻體水平擠壓量增加.................................................. 89 5.4.3以橫切方式觀察構造轉換帶........................................... 97 第六章 討論........................................................................................ 101 第七章 結論........................................................................................ 110 參考文獻.............................................................................................. 113

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