Please use this identifier to cite or link to this item: http://hdl.handle.net/11455/96222
DC FieldValueLanguage
dc.contributorHow-Ji Chenen_US
dc.contributor陳豪吉zh_TW
dc.contributor.authorChia-Wei Yuen_US
dc.contributor.author余嘉偉zh_TW
dc.contributor.other土木工程學系所zh_TW
dc.date2017zh_TW
dc.date.accessioned2018-12-17T03:30:48Z-
dc.identifier.citation1.張育維(2001),「高速鐵路技術回填材料沉陷特性之研究」,碩士論文,中華大學土木工程系。 2.翁銘祥(2004),「低塑性黏土之土壤水泥性質」,碩士論文,中華大學土木工程系。 3.方恩緒、楊延英(1989),「公路工程」,中國土木水利工程學會。 4.房性中(2002),「概述台灣地區路基土壤壓實度問題」,現代營建,第268期,第11-18頁。 5.吳學禮(1996),「鋪面、材料工程實務」,詹氏書局。 6.徐家鈺、程家駒(1995),「道路工程」,同濟大學出版社。 7.林政誠(1998),「高速鐵路夯實路堤濕陷機制與對策之探討」,碩士論文,中華大學土木工程系。 8.吳振福(1999),「碎石級配料濕陷機制之探討」,碩士論文,中華大學土木工程系。 9.Kenneth B Woods,(1960),「Highway Engineering Handbook」. 10.FHWA,(1979), 「Soil Stabilization in Pavement Structures : A User's Manual Volume II,MixtureDesingContruction」. 11.Portland Cement Association,(2009), 「Roller-Compacted Concrete Pavement」. 12.ACI 207.5R,(1999), 「Roller-Compacted Mass Concrete」. 13.楊金泉(1998),「輾壓混凝土路面施工技術」,人民交通出版社。 14.ACI325.10R-95,(2001),「Report on Roller-Compacted Concrete Pavements」. 15.ACI 207.5R,(1999),「Roller-Compacted Mass Concrete」. 16.D.W. Pittman,(1986), 「Constrction of Roller-Compacted Concrete Pave-ments」,Transportation Reseach Record No.1062,TRB,National Research Coumcil,Washingtion, D.C,pp.13-19. 17.許維庭(1995),「鋪面用高飛灰量滾壓混凝土工程性質之研究」,碩士論文,國立中央大學土木工程學系。 18.張圍捷(2009),「CFBC灰應用於滾壓混凝土性能之研究」,碩士論文,國立台灣海洋大學河海工程研究所。 19.林植峰(2007),「瀝青混凝土路面施工品質管理-以雪山隧道為例」,碩士論文,國立中央大學土木工程學系。zh_TW
dc.identifier.urihttp://hdl.handle.net/11455/96222-
dc.description.abstract台灣桃園機場舊有跑道,其跑道底下採用混凝土板塊以增加鋪面承載力,經過數年後板塊之間的橡膠墊出現老化現象,使得雨水經由此處侵入鋪面底層,當飛機起降時鋪面底層造成擠壓,雨水會連帶泥砂由底層溢出,長時間下會造成基層掏空。因此在跑道整修時改用水泥處理底層,此工法能改善以上問題,且可視做不透水混凝土層,可以保護底層不受雨水侵入,但台灣地區對水泥處理底層並不熟悉,故本文將兩者工程案例做分析、探討,欲歸納出適當規範供日後參考。 本研究將中華工程與泛亞工程在桃園機場之工程案例,在材料、施工、養護相關規範做統整,探討出適當規範條件,並配合試驗數據與施工照片,能更清楚水泥處理底層級配在設計到完工之過程,對日後欲施作之相關工程,在設計與選用規範時可參考本文之研究,達到最佳工程品質。zh_TW
dc.description.abstractThe concrete sheet piles are adopted under the old runway of Taiwan Taoyuan International Airport to increase the load bearing capacity of the pavement. After years, the rubber feet between the sheet piles have aged, which allows rain to invade the base of the pavement. When airplanes take off or land, the pavement base is squeezed, causing rain to spill from the base with silt and generating voids in the long term. Therefore, cement is applied to deal with the base in the refurbishment of the runway. This technique can not only improve the above problem but also be regarded as the watertight concrete layer, which will protect the base from being invaded by rain. However, how to deal with the concrete base is not familiar to the technicians in Taiwan, so this study will make an analysis and discussion of both of the constructive examples to conclude the appropriate regulation for future reference. This study will make an overall integration of the construction examples of BES Engineering Corporation and Pan Asia Corporation in Taoyuan International Airport in terms of the related regulations of materials, construction, and maintenance and discuss the appropriate regulatory conditions. Based on the testing statistics and construction photos, the study will have a clearer understanding of the process from design to completion of the construction of cement treated base, which will serve as the reference for the design and selective regulations of the future related constructions to maximize the construction quality.en_US
dc.description.tableofcontents誌謝 i 摘要 ii Abstract iii 目次 iv 表目錄 vi 圖目錄 vii 第一章緒論 1 1.1前言 1 1.2研究動機及目的 1 1.3研究內容及方法 2 第二章文獻探討 3 2.1水泥處理土壤及穩定方式 3 2.1.1土壤水泥定義 3 2.1.2土壤穩定處理之方式 4 2.2土壤水泥性質 7 2.2.1強度 7 2.2.2耐久性 8 2.2.3滲透性 8 2.3路基 8 2.3.1路基之定義 8 2.3.2路基土壤壓實標準 9 2.3.3路基土壤基本要求 10 2.3.4路基土壤之荷載 10 2.4濕陷性 11 2.4.1濕陷性定義 12 2.4.2影響濕陷性之因素 13 2.5土壤穩定處理材料選用及試驗施工要求 14 2.5.1土壤穩定或處理材料選用 14 2.5.2相關試驗及施工要求 16 2.6滾壓混凝土定義與概述 19 2.7滾壓混凝土鋪面 20 2.8滾壓混凝土特性 21 2.8.1標稱最大粒徑 21 2.8.2粒料級配 21 2.8.3滾壓混凝土新拌性質 22 2.8.4工作性 22 2.8.5施工特性 23 第三章施工規範比較 25 3.1產品 26 3.1.1粒料 26 3.1.2水泥 28 3.1.3水 28 3.1.4養護材料 29 3.2施工 29 3.2.1中華工程案例施工作業準則 29 3.2.2泛亞工程案例施工作業準則 32 3.2.3小結 34 第四章試驗數據與施工照片 35 4.1中華工程案例試驗數據 35 4.1.1粒料試驗數據 35 4.1.2水泥處理級配底層抗壓強度數據 38 4.2泛亞工程案例試驗數據 39 4.2.1粒料試驗數據 39 4.2.2水泥處理級配底層抗壓強度數據 42 4.3施工照片 42 第五章結論與建議 48 5.1結論 48 5.2建議 49 參考文獻 50zh_TW
dc.language.isozh_TWzh_TW
dc.rights同意授權瀏覽/列印電子全文服務,2017-08-24起公開。zh_TW
dc.subject水泥處理底層級配zh_TW
dc.subject規範zh_TW
dc.subject施工zh_TW
dc.subjectconstruction of cement treated baseen_US
dc.subjectregulationen_US
dc.subjectconstructionen_US
dc.title水泥處理底層之規範與施工探討zh_TW
dc.titleStudy on Specifications and Construction of Cement Treated Baseen_US
dc.typethesis and dissertationen_US
dc.date.paperformatopenaccess2020-08-24zh_TW
dc.date.openaccess2017-08-24-
item.openairecristypehttp://purl.org/coar/resource_type/c_18cf-
item.openairetypethesis and dissertation-
item.cerifentitytypePublications-
item.fulltextwith fulltext-
item.languageiso639-1zh_TW-
item.grantfulltextrestricted-
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