淡江大學機構典藏:Item 987654321/94788
English  |  正體中文  |  简体中文  |  Items with full text/Total items : 62830/95882 (66%)
Visitors : 4043864      Online Users : 947
RC Version 7.0 © Powered By DSPACE, MIT. Enhanced by NTU Library & TKU 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
    Home ‧ Login ‧ Upload ‧ Help ‧ About ‧ Administer Goto mobile version


    Please use this identifier to cite or link to this item: https://tkuir.lib.tku.edu.tw/dspace/handle/987654321/94788


    Title: 規則節理面剪力強度之衰減行為
    Authors: 楊長義;蔡宜峰
    Contributors: 淡江大學土木工程學系
    Keywords: 節理面;剪力強度;粗糙度;剪應力;迴歸係數;斜坡角;岩體;Joint Plane;Shear Strength;Roughness;Shear Stress;Regression Coeffient;Slope Angle;Rock Mass
    Date: 1996-12
    Issue Date: 2014-02-08 19:30:35 (UTC+8)
    Abstract: 本文以石膏為岩石模擬材料,灌製具 15.degree.或30.degree.兩種形式等腰三角型規則鋸齒之節理面試體,進行一系列重複單向剪動之直接剪力實驗,觀察規則節理鋸齒之強度衰減行為。研究結果得致下列結論:鋸齒損傷之主要影響因素為鋸齒初始上坡角及節理面剪動過程中所累積之功(w),且正向應力之影響較小。本研究建議鋸齒損傷函數為.sgroot.(R)*lnR=-b*.sgroot.(w),其中R=鋸齒損傷衰減率及b為常數。
    Relation: 一九九六岩盤工程研討會論文集=Proceeding of 1996 Taiwa Rock Engineering Symposium
    Appears in Collections:[Graduate Institute & Department of Civil Engineering] Proceeding

    Files in This Item:

    File SizeFormat
    規則節理面剪力強度之衰減行為_中文摘要.docx16KbMicrosoft Word91View/Open

    All items in 機構典藏 are protected by copyright, with all rights reserved.

    DSpace Software Copyright © 2002-2004  MIT &  Hewlett-Packard  /   Enhanced by   NTU Library & TKU Library IR teams. Copyright ©   - Feedback