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研究生：	林志旻 Lin, Chih-Min
論文名稱：	石膠泥瀝青混凝土之績效評估 Performance Evaluation of Stone Mastic Asphalt
指導教授：	陳建旭 Chen, Jian-Shiuh
學位類別：	碩士 Master
系所名稱：	工學院 - 土木工程學系碩士在職專班 Department of Civil Engineering (on the job class)
論文出版年：	2017
畢業學年度：	105
語文別：	中文
論文頁數：	50
中文關鍵詞：	石膠泥瀝青混凝土
外文關鍵詞：	Stone Mastic Asphalt
相關次數：	點閱：60 下載：1
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近年台灣經濟發展迅速，仰賴著道路運輸；隨經濟產業發展，帶動交通量迅速的增加，人民對路面耐久性、安全性、功能性要求愈來愈高。公路鋪面績效提升實有必要，有鑑於此，石膠泥瀝青混凝土(Stone Mastic Asphalt,SMA)優越的耐磨性及耐久性，能提供良好抗車轍能力，並可延長路面壽命，對於高速公路重車頻繁路段為道路主管機關鋪面選項之一。本研究籍由檢測國道1號斗南段SMA鋪設前後車轍量、Clegg衝擊試驗、平坦度、回彈模數、間接張力，進一步評估耐久性及工程性質。試驗性質顯示，本路究路段係以5cm SMA取代5cm密級配瀝青混凝土，經檢測SMA鋪設後平坦度皆不超過1m/km，行車舒適明顯提昇，惟因本研究觀測期程僅就鋪設前後為10個月，僅代表初期績效，建議後續應持續觀測及分析，並建立較完整資料庫。

In recent years, Taiwan's economy has developed rapidly, relying on road transport; with the economic and industrial development, driven by the rapid increase in traffic, people on the road durability, safety, functional requirements are getting higher and higher, road pavement performance is necessary. In view of this, stone mastic asphalt concrete (Stone Mastic Asphalt, SMA) excellent wear resistance and durability, provide good rutting resistance, and extend the pavement life, for highway heavy vehicle road authorities for the frequent road surfacing options one. This Dou Nan work section conducted by detecting before and after laying the SMA laying of National Road No. 1, the amount of Rutting test , Clegg impact value test, International roughness index , Resilient Modulus , Indirect tension test, Further assessing the durability and engineering properties. The nature of the test shows that the road section of the road to 5cm SMA replace 5cm Dense gradation asphalt mixture, After the detection of SMA laying International roughness index are not more than 1m / km, driving comfort improved significantly, But the observation period is only 10 months before and after the laying of the study, representing only the initial performance, the proposed follow-up should be sustained observation and analysis, and the establishment of a more complete database.

目錄....................................................I
圖目錄.................................................IV
表目錄................................................. V
第一章 緒論............................................1-1
1 前言..............................................1-1
2 研究動機...........................................1-1
3 研究目的...........................................1-2
4 研究範圍...........................................1-2
第二章 文獻回顧........................................2-1
1 背景..............................................2-1
1.1 SMA特性.........................................2-2
2 SMA材料………………………….................................2-4
2.1 粗粒料..........................................2-4
2.2 細粒料..........................................2-5
2.3 填充料..........................................2-6
2.4 纖維穩定劑.......................................2-8
第三章 研究計畫.......................................3-1
1 研究架構與流程.....................................3-1
2 研究位置...........................................3-3
3 現地概況...........................................3-4
4 研究方法..........................................3-5
4.1 車轍量試驗…………..................................3-5
4.2 Clegg衝擊值………….................................3-6
4.3 平坦度試驗【高公局中工處提供】.....................3-7
4.4 鑽心試體-回彈模數試驗.............................3-7
4.5 鑽心試體-間接張力試驗.............................3-9
第四章 結果與討論......................................4-1
1 材料與配比.........................................4-1
1.1 基本物理性質.....................................4-1
1.2 粒料品質.........................................4-2
1.3配比設計曲線......................................4-3
1.4瀝青.............................................4-3
1.5瀝青用量…………....................................4-4
2 SMA路面耐久性…....................................4-5
2.1 鋪築前後鋪面情況…................................4-5
2.2 耐久性-車轍量....................................4-7
2.3 耐久性評估-Clegg衝擊值.......................4-8
2.4 平坦度..........................................4-9
3 SMA工程性質………...........………......................4-10
3.1 回彈模數(Mr)....................................4-10
3.2 間接張力強度....................................4-11
第五章 結論與建議......................................5-1
1 結論..............................................5-1
2 建議..............................................5-1
參考文獻..............................................參-1
附錄A口試委員提問與建議答覆表……………………………...........….附錄A-1
 

                                    

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