| 研究生: |
楊昆融 Yang, Kun-Jung |
|---|---|
| 論文名稱: |
鋪面狀況對加鋪厚度之影響 Effect of Pavement Conditions on Overlay Thickness |
| 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: | 2014 |
| 畢業學年度: | 102 |
| 語文別: | 中文 |
| 論文頁數: | 98 |
| 中文關鍵詞: | 整建 、加鋪 、FAARFEILD 、敏感度分析 |
| 外文關鍵詞: | rehabilitation, overlay, FAARFEILD, sensitivity analysis |
| 相關次數: | 點閱:63 下載:2 |
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國際機場為提供良好的服務效率,基礎建設亦須提升水準,更何況部分既有道面因長期使用,已不堪負荷而產生破壞,道面整建升級工作顯刻不容緩。根據道面調查資料結果,本研究分析現況且評估分區加鋪瀝青混凝土厚度等,並探討參數對加鋪厚度之影響。
本研究係以桃園國際機場為例,將道面結構狀況指數分類,並分為全面重建、局部重建及加鋪瀝青混凝土等三種層級,其中局部重建可視為全面重建的一種。評估加鋪瀝青混凝土之厚度係以FAARFEILD程式進行分析,且參數係照調查之數據結果輸入,而非以一標準斷面為之。根據飛航安全及重要性,依序為跑道、滑行道及停機坪,擬具各區段分區整建之策略,其中加鋪柔性道面之區段則提出建議之加鋪厚度。另亦針對加鋪厚度過大之區段,則建議以全面或局部重建辦理,以減少厚度之加鋪。
數據顯示部分區段參數相同或相近,但特定參數的不同,卻造成加鋪厚度明顯差異,遂本研究以敏感度分析道基的地盤反力係數、CDFU及基底層材料等參數對加鋪厚度之影響,並依大小程度排序。
International Airport to provide good service efficiency, infrastructure must upgrade the standard. Part of the existing pavement due to prolonged use, overstretched and cause damage, Pavement Rehabilitation significant upgrade urgent. According pavement survey results, the study analyzes the current situation and assessment district overlay thickness, and investigate the effects of parameters on the thickness of the overlay.
This study is an example of Taoyuan International Airport. The structural condition index of the pavement classification as a full-depth patching, partial-depth repairs and overlay. Assess the thickness of asphalt concrete overlay system to FAARFEILD program for analysis, and the input parameters according to the survey of data. According to flight safety and the importance of the order of runways, taxiways and aprons, intended to have each segment partitioning strategy renovation. Which paved the flexible pavement section is made of the proposed overlay thickness. Overlay thickness is too large for the segment, it is recommended to apply for full or partial depth repairs to reduce the thickness of the overlay.
Data show that some sections of the same or similar parameters with different specific parameters, but cause significant differences in the thickness of the overlay. In this study, the sensitivity analysis the impact of road base coefficient of subgrade reaction, CDFU and the basal layer of the overlay material parameters such as thickness, sorted by size and extent.
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