請用此 Handle URI 來引用此文件:
http://tdr.lib.ntu.edu.tw/jspui/handle/123456789/40617
完整後設資料紀錄
DC 欄位 | 值 | 語言 |
---|---|---|
dc.contributor.advisor | 周家蓓 | |
dc.contributor.author | JUI OU-YANG | en |
dc.contributor.author | 歐陽睿 | zh_TW |
dc.date.accessioned | 2021-06-14T16:53:26Z | - |
dc.date.available | 2010-08-05 | |
dc.date.copyright | 2008-08-05 | |
dc.date.issued | 2008 | |
dc.date.submitted | 2008-07-29 | |
dc.identifier.citation | 1. “Aerodrome Design Manual (Doc 9157-AN/901) Part 3 Pavements Second Edition”, ICAO, 1983.
2. “Standardized Method Of Reporting Airport Pavement Strength–PCN”, AC 150/5335-5A, Federal Aviation Administration, 2006. 3. Skokie, IL, ”Design of concrete airport pavements,” Portland Cement Association, USA, 1973. 4. Pereira, A. T., “Procedures for development of CBR design curves,” Instruction report S-77-1, U.S. Army Corps of Engineers, Waterways Experiment Station, Vicksburg, Miss. USA, 1977. 5. http://www.boeing.com/ 6. “Precise Methods for Estimating Pavement Classification Number,” D6-82203, Boeing. 7. “Airport Pavement Design and evaluation“, AC 150/5320-6D, Federal Aviation Administration, 1995. 8. Gordon F. Hayhoe , “New Alpha Factor Determination as a Function of Number of Wheels and Number of Coverages”, Airport Technology Research and Development Branch, AJP 6310 (AAR-410), 2006 9. “The PCN Runway Strength Rating and Load Control System,” CROW-report 04-09, 2003/2004. 10. “Airport Pavement Design For The Boeing 777 Airplane”,AC 150/5320-16, Federal Aviation Administration,1995. 11. Marc Stet, “The PAVERS® System: A Tool For The (Re-)Design Of Flexible And Rigid Pavement”, 2004 FAA Worldwide Airport Technology Transfer Conference . 12. Marc Stet, “The PCN Runway Strength Rating and Load Control System”, KOAC PC Research Division. 13. 吳松峰, “PCASE與常用鋪面結構設計方法之比較與評估”, 國立雲林科技大學營建工程系碩士班碩士論文, 2005. 14. http://www.dynatest.com 15. “Elmod5 manual”, Dynatest 16. “User’s Manual for RoSy DESIGN For Aircraft Loads”, Carl Bro, 2002 17. R805FAA Computer Program “Computer Aided Design for Rigid Airport Pavements (R805FAA)” Department of Transportation, Federal Aviation Administration, Washington, D.C., May 31, 1988. 18. YANG H. HUANG, “Pavement Analysis and Design Second Edition”, 2004. 19. Robert Horonjeff and Francis X. McKelvey, “Planning and Design of Airports Fourth Edition”, 1993. 20. U.S. Army Waterways Experiment Station, “Design of Flexible Airfield Pavements for Multiple-Wheel Landing Gear Assemblies, Report No. 2, Analysis of Existing Data,” Technical Manual TM-3-441, Vicksburg, Mississippi, November 1956. 21. U.S. Army Waterways Experiment Station, “Mathematical Expression of the CBR Relations,” Technical Report 3-441, Vicksburg, Mississippi, November 1956. 22. Izydor Kawa, “Development Of A Computer Program To Compute Pavement Thickness And Strength”, 2002 Federal Aviation Administration Airport Technology Transfer Conference. 23. FAA Engineering Brief No. 43, “Computerized Pavement Design,” FAA Engineering Specifications Division, AAS-200, April, 1989. 24. 鄭品恭, “新式機場剛性鋪面厚度設計法之建立” , 國立淡江大學土木工程系碩士班碩士論文, 1999. 25. “Use Of Nondestructive Testing In The Evaluation Of Airport Pavements”, AC 150/5370-11A, Federal Aviation Administration, 2004 26. Ullidtz, “Pavement Analysis”, Elsevier, 1987. 27. 財團法人中華工程顧問工程司,「衝擊式落重撓度資料反算及應用之研究」,研發計畫成果報告,財團法人中華顧問工程司,1996. | |
dc.identifier.uri | http://tdr.lib.ntu.edu.tw/jspui/handle/123456789/40617 | - |
dc.description.abstract | 國際民航組織於1983年公佈ACN-PCN 方法,作為機場道面承載力之通報標準,但多年來PCN值之評估方式並未有一套程序完整之計算流程供機場工程單位參照。
本研究擬以FAA AC 150/5335-5A的標準PCN計算流程為基礎,配合COMFAA軟體,建立一操作簡易的PCN基本計算程式。在建構程式的剛性鋪面設計模式時,本研究利用了R805FAA的版塊最大邊緣應力迴歸式概念;柔性鋪面設計模式則是利用ESWL值、撓度係數概念與美國陸軍水道實驗室的 CBR 設計公式。而無論剛性鋪面或是柔性鋪面的設計模式均利用COMFAA 2.0輸出的數據建立。建立好的剛、柔性鋪面設計模式將以迴歸式方式呈現,並配合FAA標準PCN計算流程建立連貫的PCN計算程序,此程序經驗證後可以得到與FAA標準PCN計算流程相同的PCN計算結果。 此外本研究還利用了等效厚度公式與加鋪逆設計的概念對於柔性加鋪的跑道PCN值計算進行探討,並對於剛性鋪面的有效K值計算與柔性鋪面的等價厚度係數計算進行說明。最後本研究探討了逐點與以代表值計算PCN值的差異性,結果發現逐點計算PCN值較以代表值計算PCN值更具有合理性,建議往後分析PCN的單位可以使用逐點計算進行PCN值分析。 | zh_TW |
dc.description.abstract | International Civil Aviation Organization (ICAO) published the ACN/PCN method to be a standard publish for the airport pavement strength in 1983. However, until now, there is no complete process of PCN evaluation for airport engineering departments to follow.
This research establishes an easily-used PCN evaluation program, which is based on FAA AC 1502/5335-5a and the COMFAA program to. This research uses the concept of the regression formula for maximum edge stress from R805FAA program for rigid pavement model and uses the concept of equivalent single wheel load (ESWL), deflection factor, and CBR design method for flexible pavement model. Both rigid and flexible pavement models are constructed based on the output data from the COMFAA 2.0 program . The pavement models are incorporated with the the standardPCN evaluation process suggested by FAA to establish a comprehensive PCN evaluation process. This comprehensive PCN evaluation process is capable of obtaining the same PCN values as the values calculated by the standard PCN evaluation process suggested by FAA. In addition, this research uses the equivalent thickness method and the reverse overlay design concept to solve the PCN calculation problem about AC overlaid pavement . The research also illustrates the calculation of effective K-values for rigid pavement and the equivalent factors for flexible pavement. Finally, the research investigates the differences between the PCN values obtained from multi-point calculation or representative value calculation. The result shows that the PCN values obtained from multi-point calculation are more reasonable than those obtained from representative value calculation. | en |
dc.description.provenance | Made available in DSpace on 2021-06-14T16:53:26Z (GMT). No. of bitstreams: 1 ntu-97-R95521522-1.pdf: 7245873 bytes, checksum: fa0a38e25f8ae4080c61dfdffb46228d (MD5) Previous issue date: 2008 | en |
dc.description.tableofcontents | 第一章 緒論…………………………………………………………………………1
1.1 研究背景………………………………..…………………………...…………1 1.2 研究目的……………………………………………………………………….2 1.3 研究方法與內容…………………………………………………...…………..2 1.4 研究流程………………………………………………...……………………..3 第二章 文獻回顧……………………………………………………………………..4 2.1 ACN-PCN評估方法………………...…………….……………………………4 2.1.1 PCN與ACN之定義…………………………………………………..…..4 2.1.2 ACN之計算方式…………………………………………………………..6 2.1.3 PCN之計算方法…………………………………………………………...8 2.2機場跑道鋪面設計方法………………………………………………………20 2.2.1 剛性鋪面機場跑道設計方法……………………………………………20 2.2.2 柔性鋪面機場跑道設計方法……………………………………………25 2.3 現有PCN計算方法與程式…………………………………………………..28 2.4 小結…………………………………………………………………………...32 第三章COMFAA 2.0於自動化PCN計算之應用…………………………………..35 3.1 FAA鋪面設計曲線建立之背景………………………………………………35 3.1.1 剛性鋪面設計曲線建立之背景…………………………………………35 3.1.2 柔性鋪面設計曲線建立之背景…………………………………………39 3.2 COMFAA 2.0程式介紹……………………………………………………….42 3.2.1 COMFAA 2.0剛性鋪面計算原理………………………………………..43 3.2.2 COMFAA 2.0柔性鋪面計算原理………………………………………..45 3.3 應用COMFAA 2.0建立自動化鋪面設計流程 ……………………………46 3.3.1 利用COMFAA 2.0建立自動化剛性鋪面設計流程概述………………47 3.3.2 利用COMFAA 2.0建立自動化柔性鋪面設計流程概述………………48 3.4 小結…………………………………………………………………………...49 第四章 PCN計算程式邏輯之建立…………………………………………………50 4.1 航機資料庫建立流程………………………………………………………...50 4.1.1 剛性鋪面航機資料庫建立流程…………………………………………50 4.1.2 柔性鋪面航機資料庫建立流程…………………………………………57 4.1.3 小結………………………………………………………………………63 4.2 機場剛性鋪面PCN值計算程式之邏輯…………………………………….65 4.2.1 決定設計機型……………………………………………………………65 4.2.2 計算設計機型之等價覆蓋率……………………………………………70 4.2.3 計算設計機型之容許單一主輪軸載重…………………………………73 4.2.4 計算PCN值……………………………………………………………...74 4.3 機場柔性鋪面PCN值計算程式之邏輯……………………………………..76 4.3.1 決定設計機型……………………………………………………………76 4.3.2 計算設計機型之等價覆蓋率……………………………………………81 4.3.3 計算設計機型之容許單一主輪軸載重…………………………………81 4.3.4 計算PCN值……………………………………………………………..82 4.4 PCN計算程式邏輯之驗證……………………………………………………84 4.4.1 剛性鋪面PCN值計算結果之驗證...……………………………………84 4.4.2 柔性鋪面PCN值計算結果之驗證…………………...…………………96 4.5 小結………………………………………………………………………….107 第五章 計算機場PCN值時的其他問題………………………………………...108 5.1 現地非破壞檢測資料於輸入PCN計算之前處理…………………………108 5.1.1 剛性鋪面路基有效K值計算…………………………………………..109 5.1.2 柔性鋪面等價厚度係數………………………………………………..112 5.2 PCN計算時對於鋪面加鋪之處理……………………………………….….114 5.2.1 柔性鋪面加鋪於剛性鋪面視為剛性鋪面……………………………..115 5.2.2 柔性鋪面加鋪於剛性鋪面視為柔性鋪面……………………………..121 5.2.3 柔性鋪面加鋪於柔性鋪面視為柔性鋪面……………………………..122 5.3 小結………………………………………………………………………….124 第六章 機場跑道PCN值分析方式比較…………….……………………………125 6.1代表值與逐點計算PCN值之差異…………………………………………..125 6.2 以逐點計算分析PCN值之相關事項………………………………………134 6.2.1 利用排序15%弱與平均值減標準差統計量計算PCN值的差異…….134 6.2.2 路基等級的判定………………………………………………………..140 6.3 剛性鋪面跑道PCN值分析實例……………………………………………140 6.4 經柔性加鋪處理之剛性鋪面跑道PCN值分析實例………………………145 6.5 小結………………………………………………………………………….148 第七章 結論與建議………………………………………………………………..149 7.1 結論………………………………………………………………………….150 7.2 建議………………………………………………………………………….150 參考文獻……………………………………………………………………………151 附錄…………………………………………………………………………………154 | |
dc.language.iso | zh-TW | |
dc.title | 機場道面分類指數自動化分析之研究 | zh_TW |
dc.title | Automated analysis for Airport Pavement Classification
Number | en |
dc.type | Thesis | |
dc.date.schoolyear | 96-2 | |
dc.description.degree | 碩士 | |
dc.contributor.oralexamcommittee | 張德文,郭振銘 | |
dc.subject.keyword | 機場道面分類指數(PCN),最大邊緣應力,等價單輪載重(ESWL),加州承載比(CBR),有效K值,逐點PCN計算, | zh_TW |
dc.subject.keyword | Airport Pavement Classification Number(PCN),maximum tensile edge stress,equivalent single wheel load(ESWL),California Bearinig Ratio(CBR),effective K-value,multi-point PCN evaluation, | en |
dc.relation.page | 167 | |
dc.rights.note | 有償授權 | |
dc.date.accepted | 2008-07-30 | |
dc.contributor.author-college | 工學院 | zh_TW |
dc.contributor.author-dept | 土木工程學研究所 | zh_TW |
顯示於系所單位: | 土木工程學系 |
文件中的檔案:
檔案 | 大小 | 格式 | |
---|---|---|---|
ntu-97-1.pdf 目前未授權公開取用 | 7.08 MB | Adobe PDF |
系統中的文件,除了特別指名其著作權條款之外,均受到著作權保護,並且保留所有的權利。