English  |  正體中文  |  简体中文  |  全文筆數/總筆數 : 94201/94201 (100%)
造訪人次 : 81572454      線上人數 : 2134
RC Version 7.0 © 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


    請使用永久網址來引用或連結此文件: https://ir.lib.ncu.edu.tw/handle/987654321/99747


    題名: Reliability-based design of rock slopes - A new perspective on design robustness
    作者: 莊長賢;Wang, Lei;Hwang, Jin Hung;Juang, C. Hsein;Atamturktur, Sez
    貢獻者: 工學院土木工程學系
    關鍵詞: Acceptability;Applied sciences;Buildings. Public works;Computation methods. Tables. Charts;Design engineering;Design factors;environmental engineering;Exact sciences and technology;Failure probability;Geotechnics;Optimization;probability;Reliability-based design;Robustness;Rock;Rock slopes;Shear properties;Slopes;Soil mechanics. Rocks mechanics;Structural analysis. Stresses;topographic slope;Uncertainty
    日期: 2013-02-28
    上傳時間: 2026-04-21 13:33:45 (UTC+8)
    出版者: Elsevier;Kidlington: Elsevier B.V
    摘要: 摘要: Traditional reliability-based rock slope designs, in which the lowest-cost design is selected from all designs meeting target reliability requirements, are often sensitive to variations in noise factors such as rock shear properties. Consequently, a design that was initially judged acceptable may not satisfy reliability requirements if the variation of rock properties has been greatly underestimated. The authors present a Robust Geotechnical Design (RGD) approach for purposes of addressing this dilemma, by considering the robustness explicitly in the design process. In the context of rock slope design, this proposed RGD approach aims to make the response (i.e., failure probability) of a rock slope system insensitive to, or robust against, the variation of rock shear properties by adjusting design parameters (i.e., such as slope angle and height). Compared to traditional reliability-based design, the RGD approach adds design robustness as one of its design objectives. Thus, multi-objective optimization, considering both cost and robustness, is needed to select optimal designs in the acceptable design space where safety is guaranteed by a constraint on the reliability. In this paper, the concept of the Pareto Front, a collection of optimal designs that reflect the trade-off between cost and robustness, is implemented in the RGD approach. The proposed RGD approach is demonstrated with an example of a rock slope design. ► The paper presents a new design methodology, Robust Geotechnical Design (RGD). ► RGD focuses on achieving an optimal design that is robust against noise factors. ► Multi-objective optimization considering safety, robustness, and cost ► Pareto Front as a design aid for selecting the most suitable design of a rock slope
    出版者: Kidlington: Elsevier B.V
    出版日期: 2013-02-28
    出處: Engineering geology, 2013-02, Vol.154, p.56-63
    資源來源: ScienceDirect (Elsevier) Journals
    版權: 2013 Elsevier B.V.
    版權: 2014 INIST-CNRS
    識別號: ISSN: 0013-7952
    識別號: EISSN: 1872-6917
    識別號: DOI: 10.1016/j.enggeo.2012.12.004
    識別號: CODEN: EGGOAO
    顯示於類別:[土木工程學系 ] 期刊論文

    文件中的檔案:

    檔案 描述 大小格式瀏覽次數
    index.html0KbHTML12檢視/開啟


    在NCUIR中所有的資料項目都受到原著作權保護.

    社群 sharing

    ::: Copyright National Central University. | 國立中央大學圖書館版權所有 | 收藏本站 | 設為首頁 | 最佳瀏覽畫面: 1024*768 | 建站日期:8-24-2009 :::
    DSpace Software Copyright © 2002-2004  MIT &  Hewlett-Packard  /   Enhanced by   NTU Library IR team Copyright ©   - 隱私權政策聲明