中大學術數位典藏-NCU Institutional Repository-提供博碩士論文、考古題、期刊論文、研究計畫等下載:Item 987654321/99880
English  |  正體中文  |  简体中文  |  Items with full text/Total items : 94201/94201 (100%)
Visitors : 81587220      Online Users : 2444
RC Version 7.0 © Powered By DSPACE, MIT. Enhanced by NTU Library IR team.
Scope Tips:
  • please add "double quotation mark" for query phrases to get precise results
  • please goto advance search for comprehansive author search
  • Adv. Search
    HomeLoginUploadHelpAboutAdminister Goto mobile version


    Please use this identifier to cite or link to this item: https://ir.lib.ncu.edu.tw/handle/987654321/99880


    Title: Centrifuge modeling of interaction between reverse faulting and tunnel
    Authors: 洪汶宜;Baziar, Mohammad Hassan;Nabizadeh, Ali;Jung Lee, Chung;Yi Hung, Wen
    Contributors: 工學院土木工程學系
    Keywords: Centrifuge modeling;Centrifuges;Density;Displacement;Earthquake;Faults;Reverse fault rupture;Rigidity;Rupture;Sand;Soil (material);Tunnel;Tunnels (transportation)
    Date: 2014-01-01
    Issue Date: 2026-04-21 13:39:27 (UTC+8)
    Publisher: Elsevier BV;Elsevier Ltd
    Abstract: 摘要: In this study, a series of centrifuge tests, modeling reverse fault rupture with 60° dip angle, were conducted in a dry sandy soil with a tunnel embedded in the soil layer. The test results showed that the tunnel and soil responses depended on the tunnel position, soil relative density and tunnel rigidity. Tunnels appeared be able to deviate the fault rupture path, while this deviation may be associated with significant rotation and displacement of the tunnel. However, a deeper tunnel was able to diffuse the shear deformation to a wider zone with an unsmooth surface displacement which may cause severe damage to the surface structures. Finally, the tunnel rotation, the location of the fault outcropping, the vertical displacement of the ground surface, the effect of tunnel rigidity on fault rupture path and surface displacement and the effect of soil relative density on fault–tunnel interaction were reported and discussed in this study. •The reverse faulting tests were conducted in sandy soil, with presence of tunnel.•With increasing the burial depth of tunnel, the larger shear zone develops.•As the density of soil become greater, the number of ruptures decreases.•The number of scraps at the surface is increased with presence of tunnel.
    出版者: Elsevier Ltd
    出版日期: 2014-10-01
    出處: Soil dynamics and earthquake engineering (1984), 2014-10, Vol.65, p.151-164
    資源來源: ScienceDirect (Journals)
    版權: 2014 Elsevier Ltd
    識別號: ISSN: 0267-7261
    識別號: EISSN: 1879-341X
    識別號: DOI: 10.1016/j.soildyn.2014.04.008
    Appears in Collections:[Department of Civil Engineering] journal & Dissertation

    Files in This Item:

    File Description SizeFormat
    index.html0KbHTML12View/Open


    All items in NCUIR are protected by copyright, with all rights reserved.

    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