文化大學機構典藏 CCUR:Item 987654321/48715
English  |  正體中文  |  简体中文  |  全文筆數/總筆數 : 46962/50828 (92%)
造訪人次 : 12454918      線上人數 : 811
RC Version 6.0 © Powered By DSPACE, MIT. Enhanced by NTU Library IR team.
搜尋範圍 查詢小技巧:
  • 您可在西文檢索詞彙前後加上"雙引號",以獲取較精準的檢索結果
  • 若欲以作者姓名搜尋,建議至進階搜尋限定作者欄位,可獲得較完整資料
  • 進階搜尋
    主頁登入上傳說明關於CCUR管理 到手機版


    請使用永久網址來引用或連結此文件: https://irlib.pccu.edu.tw/handle/987654321/48715


    題名: An Idealized Landslide Failure Surface and Its Impacts on the Traveling Paths
    作者: Tai, YC (Tai, Yih-Chin)
    Ko, CJ (Ko, Chi-Jyun)
    Li, KD (Li, Kun-Ding)
    Wu, YC (Wu, Yu-Chen)
    Kuo, CY (Kuo, Chih-Yu)
    Chen, RF (Chen, Rou-Fei)
    Lin, CW (Lin, Ching-Weei)
    貢獻者: 地質系
    關鍵詞: landslide
    slope failure
    failure surface
    idealized curved surface (ICS)
    flow paths
    hazard assessment
    日期: 2020-08-21
    上傳時間: 2020-10-26 14:34:18 (UTC+8)
    摘要: Numerical scenario simulation may serve as an efficient and powerful tool for hazard assessment, but it often suffers from the lack of a definite failure surface before the occurrence of failure. In the present study, an idealized curved surface (ICS) is proposed for mimicking the sliding surface in the numerical simulation. Different from the conventional Sloping Local Base Level (SLBL) or Scoops3D method, this idealized surface consists of two curvatures, which are defined in the down-slope and cross-slope directions, respectively. Applying this idealized surface to 45 historical landslides of sliding type in southern Taiwan, two specific relations of geometry (length, curvature radius, and depth) in the down-slope and cross-slope directions are figured out. These specific relations simplify the complexity of constructing the idealized curved surface for areas prone to landslides for the sake of hazard assessments. That is, once the area with landslide susceptibility is identified and the associated released volume is given, the idealized sliding surface can be uniquely determined with the help of these geometric relations. The proposed method is integrated with a two-phase grain-fluid model and numerically validated against a historical large-scale landslide for investigating its feasibility. Although the idealized failure surface may deviate from that determined by the post-event investigation, it is interesting to note that the major discrepancy is mainly found at the first stage. The differences (both flow thickness and paths) reduce over time, and only minor discrepancies can be identified at the deposition stage. These findings reveal the weak co-relation between the geometry of the failure surface and the flow paths. It also indicates the feasibility of the ICS for predicting the flow paths by scenario investigation, especially when the exact sliding surface of a landslide is not available.
    關聯: FRONTIERS IN EARTH SCIENCE 卷冊: 8 文獻號碼: 313
    顯示於類別:[地質系] 期刊論文

    文件中的檔案:

    檔案 描述 大小格式瀏覽次數
    index.html0KbHTML358檢視/開啟


    在CCUR中所有的資料項目都受到原著作權保護.


    DSpace Software Copyright © 2002-2004  MIT &  Hewlett-Packard  /   Enhanced by   NTU Library IR team Copyright ©   - 回饋