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完整後設資料紀錄
DC 欄位 | 值 | 語言 |
---|---|---|
dc.contributor.advisor | 周家蓓 | |
dc.contributor.author | Cheng-Chun Lee | en |
dc.contributor.author | 李承駿 | zh_TW |
dc.date.accessioned | 2021-06-16T02:31:59Z | - |
dc.date.available | 2018-07-30 | |
dc.date.copyright | 2015-07-30 | |
dc.date.issued | 2015 | |
dc.date.submitted | 2015-07-29 | |
dc.identifier.citation | 1. Hall, J.W., et al., Guide for pavement friction. National Cooperative Highway Research Program. 2009: Transportation Research Board of the National Academies.
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National Concrete Pavement technology Center, 2011. 16. Fuentes, L., et al., Determination of Pavement Macrotexture Limit for Use in International Friction Index Model. Transportation Research Record: Journal of the Transportation Research Board, 2012. 2306: p. 138-143. 17. Viner, H., et al., Surface texture measurement on local roads. 2006: TRL Limited. 18. Pulugurtha, S.S., K. Patel, and P.R. Kusam. Macrotexture Thresholds from a Safety Perspective for Pavement Management. in Transportation Research Board 91st Annual Meeting. 2012. 19. Villani, M.M.S., Athanasios ; de Bondt, Arian ; Khedoe, Radjan ; Kasbergen, Cor, On the Importance of the Rubber Characteristics on the Frictional Response of Asphalt Concrete Surfaces, in TRB Annual Meeting. 2015. 20. Srirangam, S.K.A., Kumar ; Kasbergen, Cor ; Scarpas, Athanasios ; Cerezo, Veronique, Study of Influence of Operating Parameters on Braking Friction and Rolling Resistance, in TRB Annual Meeting. 2015. 21. Fwa, T., Y. Choo, and Y. Liu, Effect of aggregate spacing on skid resistance of asphalt pavement. Journal of transportation engineering, 2003. 129(4): p. 420-426. 22. Lee, Y.P.K., T.F. Fwa, and Y.S. Choo, Skid Resistance Evaluation of Concrete Pavement Surfaces. Journal of the Eastern Asia Society for Transportation Studies, 2003. 5. 23. Chou, C.-P., et al., Pattern Design of Manhole Cover and Its Influence on Skid Resistance. International Journal of Pavement Research and Technology, 2013. 6(4): p. 351-357. 24. 丘宜謙,市區道路標線抗滑性能之研究,2006,臺灣大學土木工程學系 25. TNZ T3:1981, Standard Test Procedure for Measurement of Texture by the Sand Circle Method. 1981, New Zealand Transportation Agency. 26. ISO 13473-2 Characterization of pavement texture by use of surface profiles — Part 2: Terminology and basic requirements related to pavement texture profile analysis. 2002. 27. AC 150/5320-12C Measurement, Construction, And Maintenance Of Skid-Resistant Airport Pavement Surfaces. 1997, Federal Aviation Administration. 28. ASTM E965-96(2006), Standard Test Method for Measuring Pavement Macrotexture Depth Using a Volumetric Technique. 2006, ASTM International, West Conshohocken, PA, www.astm.org. 29. ASTM E1845, Standard Practice for Calculating Pavement Macrotexture Mean Profile Depth. 2007, ASTM International, West Conshohocken, PA, www.astm.org. 30. Saito, K., et al., Development of Portable Tester for Measuring Skid Resistance and Its Speed Dependency on Pavement Surfaces. Transportation Research Record: Journal of the Transportation Research Board, 1996. 1536: p. 45-51. 31. Freitas, E.F., et al., Analysis of test methods for texture depth evaluation applied in Portugal. 2008. 32. Flintsch, G.W., et al., Pavement surface macrotexture measurement and applications. Transportation Research Record: Journal of the Transportation Research Board, 2003. 1860(1): p. 168-177. 33. 吳承晏,應用鋪面快速高程檢測資料於抗滑能力評估之初擬,2013,臺灣大學土木工程學系 34. Forster, S.W., Pavement microtexture and its relation to skid resistance. Transportation Research Record: Journal of the Transportation Research Board, 1989(1215): p. 151-164. 35. Chung, A.-J., Development of Pavement Texture Index for Predicting Skid Resistance, in Department of Civil Engineering. 2012, National Taiwan University: Taipei, Taiwan. 36. 周家蓓,國內道路人手孔蓋之抗滑能力標準委託研究期末報告,2010,交通部公路總局. 37. 李世大,跑道抗滑係數檢測及分析之研究-以臺灣桃園國際機場為例,2007,國立中央大學土木工程學系. 38. Kuttesch, J.S., Quantifying the relationship between skid resistance and wet weather accidents for virginia data. 2004, Virginia Polytechnic Institute and State University. 39. Jackson, N.M., Harmonization of Texture and Skid-Resistance Measurements. 2008, University of North Florida, College of Compiting, Engineering and Construction. 40. Chung, A.-J., N. Lee, and Y.-W. Chang. A Study of Relationship between Pavement Texture and Skid Number. in the 16th Pavement Engineering and 2011 Global Chinese Pavement Experts conference. 2011. Taichung, Taiwan. 41. Choubane, B., et al., Harmonization of Texture and Friction Measurements on Florida's Open-Graded and Dense-Graded Pavements. Transportation Research Record: Journal of the Transportation Research Board, 2012. 2306: p. 122-130. 42. Wilson, D.J., B. Jacobsen, and W. Chan, The effect of road roughness (and test speed) on GripTester measurements. 2013. 43. Meegoda, J.N., et al., Pavement texture from high-speed laser for pavement management system. International Journal of Pavement Engineering, 2013. 14(8): p. 697-705. 44. Kargah-Ostadi, N. and A. Howard, Monitoring Pavement Surface Macro-Texture and Friction, a Case Study, in TRB Annual Meeting. 2015. 45. Panagouli, O.K. and A.G. Kokkalis, Skid resistance and fractal structure of pavement surface. Chaos, Solitons & Fractals, 1998. 9(3): p. 493-505. 46. Gunaratne, M., et al., Correlation of tire wear and friction to texture of concrete pavements. Journal of materials in civil engineering, 2000. 12(1): p. 46-54. 47. 施雅蓉,慣性剖面儀載具與速度對檢測績效之影響,2011,臺灣大學土木工程學系 48. Findlay, Irvine Limited, GripTester MK2 D-type Maintenance Manual. 2008. 49. Findlay, Irvine Limited, GripTester-Automatic Watering System Operations Manual. 2005. 50. The Highways Agency, Design manual for roads and bridges: vol, 7: design manual HD 28/04: skidding resistance. 2004, Department for Transport: London, UK. 51. The Highways Agency, Interim Advice Note 98/07, Guidance for HA Service Providers on Implementing the Skid Resistance Policy (HD28/04). 2007, Department for Transport: London, UK. 52. Higgs, R., Skid Resistance Strategy. 2008, Development Services Department, Staffordshire County Council. 53. Skid Resistance Strategy. 2012, Environment and Transportation Department, Leicestershire County Council. | |
dc.identifier.uri | http://tdr.lib.ntu.edu.tw/jspui/handle/123456789/53872 | - |
dc.description.abstract | 鋪面之抗滑能力對於運具之行駛安全性有相當大的影響,因此檢測鋪面之抗滑能力成為道路養護的重要工作之一,鋪面抗滑能力係指鋪面抵抗運具向前滑行之能力,其物理意義即為鋪面及運具間之摩擦力,影響此摩擦力之因素除了材料特性以外,鋪面表面之紋理亦佔相當重要之地位。
過去的抗滑檢測多使用定點式抗滑儀BPN及DFT做為檢測儀器,然定點式抗滑儀之結果無法完全表現整體路段之抗滑能力,可能因抽樣或選點造成對鋪面抗滑能力之誤判,連續式抗滑儀雖可表現路段整體之抗滑能力,但其檢測設備及流程也較為繁瑣及不方便,故本研究使用拖曳式抗滑檢測儀器Grip Tester及臺大輕量型慣性剖面儀做為實驗儀器,並使用紋理指標MPD及MDE與抗滑值進行比較。透過點間距正規化之資料處理程序將紋理指標受慣性剖面儀檢測速度之影響降低,並比較兩紋理指標發現兩者之迴歸關係良好,且MDE與GN值有較好之關係,故後續討論分析即使用MDE做為分析之紋理指標。 本研究將以校檢測長度5,550公尺之路段隨機抽樣後分成80%及20%,其中80%之數據用來分析討論並選定合適之門檻值,而剩餘之20%則用以驗證分析討論之結果,隨機抽樣80%之MDE數據與GN直透過繪製散佈圖將所有資料分成四個象限,並經由敏感度分析比較各象限之比例及其代表含意,本研究認為當MDE之切分門檻值為0.150時,可有效的區分路段抗滑之優劣,其正確率為75.9%,而嚴重錯誤之比例僅有4.05%,而透過剩餘20%之數據進行驗證分析結果,其各象限之比例都較隨機抽樣80%之結果為佳,其顯現當全面進行抗滑檢測的能力不足時,以MDE門檻值作為篩選之方法,四個象限的百分比隨著門檻值改變所表現之比例變化,都各有穩定的趨勢,不會因路段之不同而有差異,即在實際運用此紋理指標做為門檻值時應該有相當之實用性。 | zh_TW |
dc.description.abstract | Skid resistance measurement is one of the major assessments of road safety. The typical devices used for measuring skid resistance include single point checking type and continuous measurements type. Due to the limited capacity of water supply used by all kinds of devices, including the continuous types, it is a relative time consuming and difficult task to periodically conduct a full roadway network skid resistance survey. On the contrary, measurement of pavement surface texture can be conducted easily and continuously by most of the profilers. Two measuring devices, Grip Tester and NTU Profiler, were used in this study to collect the data of pavement skid resistance and texture. The MPD and mean difference of elevation (MDE) were chosen to compare with the skid resistance. Through the normalization process, the impact of testing speed of profiler on the texture indices was reduced. Because of the better relation with the skid resistance, this study used MDE as the pavement texture index in further analysis.
This research studied the relation between pavement skid resistance and the surface texture. The focus was on the development of a texture index which can serve as a screening indicator to filter out the high risk pavement sections for further skid resistance measurement. This study divided total 5,550 meters into 80% and 20% randomly, which was used to discuss, analyze and set the MDE threshold and to validate the result of 80%, respectively. Through a sensitivity study of the 80% data, it was found that the MDE threshold of 0.15mm can provide a relatively reasonable screening function that filters out 30.63% of the entire surveyed network for further skid resistance inspection. It averted about 70% skid resistance measurement capacity of the entire network. The accuracy of judgment by the selected threshold was more than 75%; only 4.05% of roadway sections that were considered for further inspection of the recommended list needed not be included. The sensitivity study of the rest 20% data shows the similar result to it of the 80% data that the percentage change in four quadrants is stable which is not influenced by different road section. This result shows the method of using MDE as threshold to filter out the low skid resistance roadway segments for further inspection is practical. | en |
dc.description.provenance | Made available in DSpace on 2021-06-16T02:31:59Z (GMT). No. of bitstreams: 1 ntu-104-R02521517-1.pdf: 4732840 bytes, checksum: 1b007b437556dba4d83a3ccadf4f0d39 (MD5) Previous issue date: 2015 | en |
dc.description.tableofcontents | 論文口試委員審定書 I
誌謝 II 摘要 IV ABSTRACT V 目錄 VI 圖目錄 VIII 表目錄 X 第一章 緒論 1 1.1 研究背景與動機 1 1.2 研究目的 2 1.3 研究方法及流程 2 第二章 文獻回顧 4 2.1 鋪面之抗滑能力 4 2.1.1 抗滑能力與摩擦力之性質 4 2.1.2 鋪面紋理之特性 7 2.2 常見之鋪面紋理指標 10 2.2.1 平均紋理深度(MTD) 10 2.2.2 感測器測量紋理深度(SMTD) 11 2.2.3 平均剖面深度(MPD)與估計紋理深度(Estimated Texture Depth, ETD) 12 2.2.4 平均高程差異值(Mean Difference of Elevation, MDE) 13 2.2.5 其他紋理指標 13 2.3 鋪面紋理指標與鋪面抗滑 15 2.3.1 鋪面抗滑能力量測儀器 16 2.3.2 鋪面紋理與鋪面抗滑之關係比較 17 2.4 文獻回顧小結 19 第三章 紋理指標與點間距之關係 20 3.1 點間距變化檢測實驗規畫 20 3.1.1 實驗儀器 20 3.1.2 實驗地點及方法 23 3.2 紋理指標與點間距 24 3.3 紋理指標之點間距正規化 27 3.4 點間距正規化之值 29 第四章 紋理指標與鋪面抗滑值之關係 30 4.1 鋪面紋理與抗滑之關係比較實驗 30 4.1.1 實驗儀器 30 4.1.2 鋪面紋理及抗滑關係比較之實驗規劃 32 4.2 實驗路段選擇 34 4.3 鋪面抗滑與紋理比較實驗 37 4.4 抗滑值GN與紋理指標MPD及MDE之比較 37 4.5 MDE門檻值訂定 39 4.6 MDE門檻值驗證 43 第五章 結論與建議 46 5.1 結論 46 5.2 建議 47 參考文獻 49 | |
dc.language.iso | zh-TW | |
dc.title | 以鋪面紋理評估鋪面抗滑能力之程序探討 | zh_TW |
dc.title | Discussion on the Procedure of Estimating Pavement Skid Resistance by Using Pavement Texture | en |
dc.type | Thesis | |
dc.date.schoolyear | 103-2 | |
dc.description.degree | 碩士 | |
dc.contributor.oralexamcommittee | 王仲宇,王劍能 | |
dc.subject.keyword | 鋪面抗滑能力,鋪面紋理指標,GripTester,平均剖面深度,MPD, | zh_TW |
dc.subject.keyword | Pavement,Skid Resistance,Texture Index,GripTester,MPD, | en |
dc.relation.page | 52 | |
dc.rights.note | 有償授權 | |
dc.date.accepted | 2015-07-29 | |
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 |
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