English  |  正體中文  |  简体中文  |  Items with full text/Total items : 62805/95882 (66%)
Visitors : 3994331      Online Users : 296
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
    HomeLoginUploadHelpAboutAdminister Goto mobile version
    Please use this identifier to cite or link to this item: https://tkuir.lib.tku.edu.tw/dspace/handle/987654321/18642

    Title: 以FLAC分析層狀岩石之壓力分佈行為
    Other Titles: A Study on the Stress Distribution Behavior of Layered Rocks by FLAC
    Authors: 楊長義;陳仁偉
    Contributors: 淡江大學土木工程學系
    Keywords: 層狀岩石;深開挖;地盤沈陷;應力分布;Layered Rock;Deep Excavation;Ground Settlement;Stress Distribution
    Date: 2000-02-01
    Issue Date: 2009-09-16 18:13:09 (UTC+8)
    Publisher: 臺中市:中國土木水利工程學會資訊委員會
    Abstract: 本文利用FLAC程式中橫向等向性及非均質的岩盤材料組成模式模擬非等向性岩層之垂直應力與開挖後側向岩壓之分布。主要探討的參數有層理之方位、間距、勁度比,及岩石材料之彈性參數。研究結果顯示:(1)開挖前現地岩盤之應力分布與節理傾角及勁度比(正向勁度比剪勁度)有極大關係,其結果亦可與Bray理論解比較驗證;(2)開挖後層狀岩盤之側向應力分布與地表沈陷量亦與層理之間距與方位有關,且呈現異向性行為;(3)砂頁岩互層之側向應力分布可以砂岩與頁岩之各別土壓為上下界預估。
    The purpose of this paper is to analyze the principal stress distribution and lateral stress of layered rocks. The 'Elastic Transversely Isotropic Model' in FLAC code is adopted to model the anisotropic characteristic for a rock formation, The result of FLAC analysis is first evaluated by the Bray's formula. Then the anisotropy of the principal stress distribution for a layered rock mass under line load is discussed. It is founded that the anisotropy of stress distribution is depended on the joint orientation and the normal/shear stiffness of the joints. In addition, the lateral stress distribution behavior in these layered rocks due to excavating is also examined. It reveals that the lateral stress of the layered rocks at rest is different from the theoretical value in an isotropic soil, but depended on both the joint orientation and joint properties. Moreover, the lateral stress for the alternation of the sandstone and shale is also discussed. It shows that the lateral stress for the alternation formation is located between the two elastic lateral stresses of the sandstone and shale.
    Relation: 八十八年電子計算機於土木水利工程應用研討會論文集(一)=Proceedings of the Conference on Computer Applications in Civil & Hydraulic Engineering,頁669-677
    Appears in Collections:[Graduate Institute & Department of Civil Engineering] Proceeding

    Files in This Item:

    File SizeFormat

    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