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研究生: 林立偉
Lin, Li-Wei
論文名稱: 時頻分析法應用於近地表淺斷層之檢測研究
Detection and Characterization of Near Ground Surface Shallow Faults by using Time-Frequency Analysis
指導教授: 常正之
Charng, Jenq-Jy
學位類別: 碩士
Master
系所名稱: 工學院 - 土木工程學系
Department of Civil Engineering
論文出版年: 2006
畢業學年度: 94
語文別: 中文
論文頁數: 166
中文關鍵詞: 淺層震測反射有限元素時頻分析
外文關鍵詞: finite element, time frequency analysis., shallow reflection seismic method
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  •   在傳統的非破壞檢測法上,有許多方法是利用地表面受波器所接受到的波形來進行地體構造的判斷,此種顯示在時域上的波形,往往容易受到背景雜波及訊號接受不良的影響而使得研判不易或錯誤的情況發生。

      隨著科技進步,許多數位訊號處理領域上的技術不斷地被開發應用在實際工程上。小波分析即為其中一,其在非平穩訊號上所擁有的優越局部化能力,是傳統複立葉轉換所無法比擬的,但其缺乏能量及頻率分布的缺點,卻使得此種方法有所限制。故本研究提出了一種新的信號表示方法,稱為二次時頻分析法,其更加直觀且合理的表示訊號能量及頻率隨時間變化的趨勢,使得波形特徵更易於判斷且較為客觀。

      本研究利用淺層震測反射法的基本理論來探求近地表面淺斷層的相關特性,分別建立了二維及三維的有限元素模型,並應用數位訊號擷取設備進行現地試驗,最後在利用上述方法來處理時域上無法辨視的波形特徵。研究結果顯示:二次時頻分析法比起傳統時域及小波分析上,能提供更多更好的波形特性及辨識率,對於地物探勘資訊上的解讀及研判,有更實質上的助益。

    關鍵字:淺層震測反射、有限元素、時頻分析

      Among the traditional nondestructive inspection methods, some of them are using time-domain signals captured by the geophones set up on the ground surface, but due to the interfering of background noises or even a low-quality of signals captured, both will leading to an identification difficulties or even a misjudgment.

      Along with the advance of technology, there is also a lot of progress in the field of digital signals process, so many new techniques have been developed then applied to practical works. Among all is the wavelet analysis method, which possess its superiority on the localization enlargement of non-stationary signals which far beyond the function of traditional Fourier Transform do, but owing to its insufficiency in both the description of energy and frequency distribution, cause its limitation.

      Therefore this study proposed a new method for signal description which termed as the quadratic time-frequency analysis method, which view more directly and reasonably on the variation of signal energy and frequency as it change with time, thus leads the characteristics of waveform a easier identification and more dispassion.

      This research using the elementary theory of shallow reflection seismic method to search for the relevant characteristics of near ground surface shallow faults, then simulated by both 2-D and 3-D finite element method, also capturing the in-situ test signal by a digital signal capturing facility, then using both wavelet analysis and quadratic time-frequency analysis methods to process the signals obtained. The results show that:The quadratic time-frequency method provide a better identification on the characteristics of waveform is superior than both the traditional time-domain and wavelet analysis, will offer a better resolution and identification for geophysics study and investigation.

    Keywords: shallow reflection seismic method; finite element; time frequency analysis.

    摘要 I 英文摘要 II 誌謝 III 目錄 IV 表目錄 VIII 圖目錄 IX 符號說明 XVI 第一章 緒論 1 1.1 研究背景 1 1.2 研究目的與方法 2 1.3 研究內容 3 第二章 文獻回顧與相關理論推導 5 2.1 淺層震測反射法(SRSM)之回顧與發展現況 5 2.2 文獻回顧 6 2.3 三維波傳理論 8 2.3.1 波與波傳現象 8 2.3.2 無限域之彈性波 9 2.3.3 半無限域之彈性波 9 2.3.4 波速公式推導 10 2.3.5 波傳反射理論 12 2.3.6 反射法應用於傾斜土層理論 15 2.4 連續小波變換 16 2.4.1 定義 17 2.4.2 基本性質 18 2.4.3 幾種常用的連續小波函數 19 2.5 二次時頻分析法 20 2.5.1 Wigner-Ville 分布定義及性質 21 2.5.2 交叉項問題 22 2.5.3 Cohen 類時頻分布 23 第三章 數值模擬 34 3.1 ABAQUS 簡介 34 3.2 顯式動態分析(Explicit Dynamic Analysis)理論 36 3.3 相關參數研究 39 3.3.1 土層材料參數之給定 39 3.3.2 元素種類和網格大小 40 3.3.3 荷重延時與振幅大小設定 42 3.3.4 時間增量 43 3.3.5 阻尼比設定 44 3.3.6 波速測定 45 3.4 二維模型 46 3.4.1 基本模型建立 46 3.4.2 角度與深度反算分析 47 3.4.3 材料性質與地層厚度對波形特徵的影響 51 3.5 三維模型 55 3.5.1 模擬結果 55 第四章 現地試驗與研判 94 4.1 試驗方法與設備 94 4.1.1 試驗方法介紹 94 4.1.2 儀器設備 94 4.2 現地試驗 96 4.2.1 竹山槽溝 97 4.2.2 試驗地點一:竹山槽溝北牆段 99 4.2.3 試驗地點二:竹山槽溝南牆段 102 4.2.4 本章重點彙整 105 第五章 時頻分析 119 5.1 數值分析案例 120 5.2 現地試驗分析一:竹山槽溝北牆段下盤處 122 5.3 現地試驗分析二:竹山槽溝南牆段上盤處 123 5.4 本章重點彙整 125 第六章 結論與建議 149 6.1 結論 149 6.2 建議 152 參考文獻 153 附錄一 數值模擬輸入檔(.inp) 158 附錄二 現地試驗一試驗數據 160 自述 166

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