Influence of Test Methods on the Results of Asphalt Concrete Unit Weight Test

碩士 === 國立高雄應用科技大學 === 土木工程與防災科技研究所 === 104 === Asphalt concrete is usuallyemployed for the pavement material in highway engineering and many kinds of sustainable materials are atempted for wastement reduction and environmental protection. According to the Chaptet 02742 of Specification the thickness...

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Main Authors: Kuo, Fun-Min, 郭弘閔
Other Authors: Huang, Li-Jeng
Format: Others
Language:zh-TW
Published: 2016
Online Access:http://ndltd.ncl.edu.tw/handle/39388908527827726765
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spelling ndltd-TW-104KUAS06530512017-09-24T04:40:41Z http://ndltd.ncl.edu.tw/handle/39388908527827726765 Influence of Test Methods on the Results of Asphalt Concrete Unit Weight Test 不同試驗方法對瀝青混凝土單位重所造成之影響 Kuo, Fun-Min 郭弘閔 碩士 國立高雄應用科技大學 土木工程與防災科技研究所 104 Asphalt concrete is usuallyemployed for the pavement material in highway engineering and many kinds of sustainable materials are atempted for wastement reduction and environmental protection. According to the Chaptet 02742 of Specification the thickness and compaction of the pavement are very important for the quality of construction but in reality only saturated surface dry method (SSRD) other than wax sealing Method (WSM) was usually adopted in experiments. This research is proposed to adopt three experimental mthods including direct measurement method (DMM), SSRD and WSM, and two kinds of specimens:, the Marshall specimens and drilled specimens. Different contents and mixtures are tried and tested for investigating the difference. Experimental results show that DMM can onlybe used for measurement of Marshall specimen, submerge time has no obvious effect in SSRD, the maximal difference of measured thickness and unit weight between WSM and SSRD may reach 0.06cm and 0.85%, respectively. Finally overall grey correlation was employed and the results depict that volumetric specific weight and unit weight play the most important role among the content of specimen. Huang, Li-Jeng 黃立政 2016 學位論文 ; thesis 103 zh-TW
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language zh-TW
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description 碩士 === 國立高雄應用科技大學 === 土木工程與防災科技研究所 === 104 === Asphalt concrete is usuallyemployed for the pavement material in highway engineering and many kinds of sustainable materials are atempted for wastement reduction and environmental protection. According to the Chaptet 02742 of Specification the thickness and compaction of the pavement are very important for the quality of construction but in reality only saturated surface dry method (SSRD) other than wax sealing Method (WSM) was usually adopted in experiments. This research is proposed to adopt three experimental mthods including direct measurement method (DMM), SSRD and WSM, and two kinds of specimens:, the Marshall specimens and drilled specimens. Different contents and mixtures are tried and tested for investigating the difference. Experimental results show that DMM can onlybe used for measurement of Marshall specimen, submerge time has no obvious effect in SSRD, the maximal difference of measured thickness and unit weight between WSM and SSRD may reach 0.06cm and 0.85%, respectively. Finally overall grey correlation was employed and the results depict that volumetric specific weight and unit weight play the most important role among the content of specimen.
author2 Huang, Li-Jeng
author_facet Huang, Li-Jeng
Kuo, Fun-Min
郭弘閔
author Kuo, Fun-Min
郭弘閔
spellingShingle Kuo, Fun-Min
郭弘閔
Influence of Test Methods on the Results of Asphalt Concrete Unit Weight Test
author_sort Kuo, Fun-Min
title Influence of Test Methods on the Results of Asphalt Concrete Unit Weight Test
title_short Influence of Test Methods on the Results of Asphalt Concrete Unit Weight Test
title_full Influence of Test Methods on the Results of Asphalt Concrete Unit Weight Test
title_fullStr Influence of Test Methods on the Results of Asphalt Concrete Unit Weight Test
title_full_unstemmed Influence of Test Methods on the Results of Asphalt Concrete Unit Weight Test
title_sort influence of test methods on the results of asphalt concrete unit weight test
publishDate 2016
url http://ndltd.ncl.edu.tw/handle/39388908527827726765
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