Engineering Properties of Seal Coat Material and Pavement Performance of Chip Seal

碩士 === 國立臺灣科技大學 === 營建工程系 === 91 === This study is to investigate the materials property, application and pavement performance of seal coat. There are two stage in the study. In the first stage is collecting the relative literriture of this study, new materials and surveying the application of seal...

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Main Authors: Ming-Da Tsai, 蔡明達
Other Authors: Der-Hsien Shen
Format: Others
Language:zh-TW
Published: 2003
Online Access:http://ndltd.ncl.edu.tw/handle/81307761052581849756
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spelling ndltd-TW-091NTUST5120652016-06-20T04:16:01Z http://ndltd.ncl.edu.tw/handle/81307761052581849756 Engineering Properties of Seal Coat Material and Pavement Performance of Chip Seal 道路封層材料之工程性質與鋪面績效評估 Ming-Da Tsai 蔡明達 碩士 國立臺灣科技大學 營建工程系 91 This study is to investigate the materials property, application and pavement performance of seal coat. There are two stage in the study. In the first stage is collecting the relative literriture of this study, new materials and surveying the application of seal coat by the questionary. The second stage is conducting tests of the engineering properties of slurry seal and micro-surfacing pavement, evaluating the effect of aggreate gradation and pavement thickness on the engineering properties of asphalt concrete pavement, the field pavement maintence is also performens. The test result shows that HMA seal coat is still the main stream in domestic maintenance, use of slurry seal and pavement micro-surfacing in the application of seal coat is minimal. This is due to the lack of relavent specification and project application in domestic market, s well as the lack of construction equipment and high cost. In the asphalt mix design of seal coat, slurry seal uses emulsified asphalt residual 10-16%(aggregate typaⅠ), 7.5-13.5%( aggregate typaⅡ), 7-12%( aggregate typeⅢ), to meet viscosity tests and abrasion tests requirements. Pavement micro-surfacing uses emulsified asphalt residual 6-9%( aggregate typaⅡ), and 7-12%( aggregate typeⅢ), to meet viscosity tests and abrasion tests requirements. In the engineering property aspect, increase in the size of the aggragate increases the indirect tension force, time threshold and resists to rutting deformation. In the thickness of seal coat increase in the thickness increases the indirect tension force of asphalt concrete, time threshold and resists to rutting deformation. From the results of cross comparision, pavement seal coat can effect by promote the performance of existing pavements. Der-Hsien Shen 沈得縣 2003 學位論文 ; thesis 139 zh-TW
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description 碩士 === 國立臺灣科技大學 === 營建工程系 === 91 === This study is to investigate the materials property, application and pavement performance of seal coat. There are two stage in the study. In the first stage is collecting the relative literriture of this study, new materials and surveying the application of seal coat by the questionary. The second stage is conducting tests of the engineering properties of slurry seal and micro-surfacing pavement, evaluating the effect of aggreate gradation and pavement thickness on the engineering properties of asphalt concrete pavement, the field pavement maintence is also performens. The test result shows that HMA seal coat is still the main stream in domestic maintenance, use of slurry seal and pavement micro-surfacing in the application of seal coat is minimal. This is due to the lack of relavent specification and project application in domestic market, s well as the lack of construction equipment and high cost. In the asphalt mix design of seal coat, slurry seal uses emulsified asphalt residual 10-16%(aggregate typaⅠ), 7.5-13.5%( aggregate typaⅡ), 7-12%( aggregate typeⅢ), to meet viscosity tests and abrasion tests requirements. Pavement micro-surfacing uses emulsified asphalt residual 6-9%( aggregate typaⅡ), and 7-12%( aggregate typeⅢ), to meet viscosity tests and abrasion tests requirements. In the engineering property aspect, increase in the size of the aggragate increases the indirect tension force, time threshold and resists to rutting deformation. In the thickness of seal coat increase in the thickness increases the indirect tension force of asphalt concrete, time threshold and resists to rutting deformation. From the results of cross comparision, pavement seal coat can effect by promote the performance of existing pavements.
author2 Der-Hsien Shen
author_facet Der-Hsien Shen
Ming-Da Tsai
蔡明達
author Ming-Da Tsai
蔡明達
spellingShingle Ming-Da Tsai
蔡明達
Engineering Properties of Seal Coat Material and Pavement Performance of Chip Seal
author_sort Ming-Da Tsai
title Engineering Properties of Seal Coat Material and Pavement Performance of Chip Seal
title_short Engineering Properties of Seal Coat Material and Pavement Performance of Chip Seal
title_full Engineering Properties of Seal Coat Material and Pavement Performance of Chip Seal
title_fullStr Engineering Properties of Seal Coat Material and Pavement Performance of Chip Seal
title_full_unstemmed Engineering Properties of Seal Coat Material and Pavement Performance of Chip Seal
title_sort engineering properties of seal coat material and pavement performance of chip seal
publishDate 2003
url http://ndltd.ncl.edu.tw/handle/81307761052581849756
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