中大機構典藏-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 987654321/82694
English  |  正體中文  |  简体中文  |  全文笔数/总笔数 : 78818/78818 (100%)
造访人次 : 34718058      在线人数 : 794
RC Version 7.0 © Powered By DSPACE, MIT. Enhanced by NTU Library IR team.
搜寻范围 查询小技巧:
  • 您可在西文检索词汇前后加上"双引号",以获取较精准的检索结果
  • 若欲以作者姓名搜寻,建议至进阶搜寻限定作者字段,可获得较完整数据
  • 进阶搜寻


    jsp.display-item.identifier=請使用永久網址來引用或連結此文件: http://ir.lib.ncu.edu.tw/handle/987654321/82694


    题名: 再生粒料導入循環經濟品質管理之研究 -瀝青混凝土挖(刨)除粒料應用於基底層;Study on Quality Management of Recycled Aggregate In Circular Economy - Applications of Reclaimed Asphalt Pavement on Subbase Course and Base Course
    作者: 李焜堉;LI, KUN-YU
    贡献者: 土木工程學系在職專班
    关键词: 瀝青混凝土挖(刨)除粒料;再利用粒料;CBR;永續發展;Reclaimed Asphalt;Recycled Aggregate;CBR;Sustainable Development
    日期: 2020-01-21
    上传时间: 2020-06-05 16:29:42 (UTC+8)
    出版者: 國立中央大學
    摘要: 本研究探討瀝青混凝土挖(刨)除料進瀝青拌合廠破碎後,對瀝青混凝
    土挖(刨)除粒料分析相關試驗(含油量、篩分析、黏滯度)後,以黏滯度
    100,000(poise)以上及黏滯度100,000(poise)以下做為分級之條件,再將此
    兩種再利用粒料分別以40%、60%、80%比例摻配天然碎石級配混合後,調配
    適當之篩分析配比,以模擬路基底層級配,透過夯實試驗及加州承載比
    (CBR)試驗,探討不同黏滯度應用於不同比例之再利用粒料對於路基底層
    承載能力之影響,經試驗後發現黏滯度對於承載能力之影響不大,對於承
    載能力影響主要因素為瀝青混凝土挖(刨)除粒料摻配比例,且CBR 值與摻
    配比例成反比。
    另外,本論文也歸納整理出國內相關施工規範,並實際操作使用桃園
    循環經濟平台的最新資訊和功能,及桃園市政府目前已經施作相關工程案
    例,透過不同施工規範間之差異及本文中的相關數據與試驗過程中材料特
    性的了解,撰寫瀝青混凝土挖(刨)除粒料應用於路基底層之供料計畫書,
    以供後續相關工程單位應用時之參考,並期待本文可以提昇道路工程品質
    及促進基礎建設的永續發展。;Asphalt pavement mixed from recycled asphalt with varying viscosity lead
    to different impacts on the bearing capacity of its base course. The impact
    result is obtained by analyzing reclaimed asphalt by their oil content, screen
    analysis, and viscosity. A classification of asphalt according to their viscosity
    with a dividing line of 100,000 (poise) is performed. The two classes of
    recycled aggregate are then each blended with natural gravel grades at ratios
    of 40%, 60%, and 80%, respectively. Result from which is applied in the screen
    analysis to simulate the base course of multiple grades, and finally go through
    compaction and California Bearing Ratio(CBR)tests to achieve the final results.
    Results show that viscosity has little effect on the bearing capacity. The main
    factor affecting the bearing capacity is the ratio of recycled aggregate. Of which
    is inversely proportional to the CBR value.
    In addition, this thesis summarizes relevant domestic construction
    specifications, and uses the latest reports, construction specifications, services,
    and other information provided by the Taoyuan City Circular Economy Platform,
    as well as ongoing constructions executed by the current Taoyuan City
    Government, and differences in between, to provide a proposal detailing the
    supply for reclaimed asphalt for base course applications, in hopes to provide
    aid to future constructions and the sustainable development of infrastructure.
    显示于类别:[土木工程學系碩士在職專班] 博碩士論文

    文件中的档案:

    档案 描述 大小格式浏览次数
    index.html0KbHTML233检视/开启


    在NCUIR中所有的数据项都受到原著作权保护.

    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