Designing anti-sliding durable type of asphalt mixture based on the maximum peak of angular distribution rate

In order to design a anti-sliding and durable asphalt mixture, we independently develop two sets of laboratory equipment: the Laser Contour Detector of Asphalt Pavement and the Accelerated Rub Tester, with which we collect the plate surface contour every two hours for 5 times in the first 8 hours in...

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Main Authors: Wang Duan yi, Yu Yong tan, Wang Gang, Xu Chi, Shao Shen shen
Format: Article
Language:English
Published: EDP Sciences 2017-01-01
Series:MATEC Web of Conferences
Online Access:https://doi.org/10.1051/matecconf/201711901058
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spelling doaj-e62eae6d95da4bb9a4a8cf4da82e7eb22021-03-02T01:57:32ZengEDP SciencesMATEC Web of Conferences2261-236X2017-01-011190105810.1051/matecconf/201711901058matecconf_imeti2017_01058Designing anti-sliding durable type of asphalt mixture based on the maximum peak of angular distribution rateWang Duan yiYu Yong tanWang GangXu ChiShao Shen shenIn order to design a anti-sliding and durable asphalt mixture, we independently develop two sets of laboratory equipment: the Laser Contour Detector of Asphalt Pavement and the Accelerated Rub Tester, with which we collect the plate surface contour every two hours for 5 times in the first 8 hours in the rub test, and then we make contour curves and analyze the angular distribution statistics of surface contour and thus we propose characterizing the skid resistance performance and durability of the asphalt pavement based on the maximum peak of angular distribution rate, which has been proved to be reasonable. By designing different gradations of SMA-13 and GAC-13 asphalt mixture and using the maximum peak of angular distribution rate to evaluate the skid resistance performance of different degrees of kneading, the asphalt mixture with better skid resistance has been made. That provides a reference for engineering application. The laboratory research develops a method for designing a anti-sliding and durable asphalt mixture based on the maximum peak of angular distribution rate, which makes up for the defects of the current stage where there is no ways to test the skid resistance performance and durability while designing the asphalt mixture.https://doi.org/10.1051/matecconf/201711901058
collection DOAJ
language English
format Article
sources DOAJ
author Wang Duan yi
Yu Yong tan
Wang Gang
Xu Chi
Shao Shen shen
spellingShingle Wang Duan yi
Yu Yong tan
Wang Gang
Xu Chi
Shao Shen shen
Designing anti-sliding durable type of asphalt mixture based on the maximum peak of angular distribution rate
MATEC Web of Conferences
author_facet Wang Duan yi
Yu Yong tan
Wang Gang
Xu Chi
Shao Shen shen
author_sort Wang Duan yi
title Designing anti-sliding durable type of asphalt mixture based on the maximum peak of angular distribution rate
title_short Designing anti-sliding durable type of asphalt mixture based on the maximum peak of angular distribution rate
title_full Designing anti-sliding durable type of asphalt mixture based on the maximum peak of angular distribution rate
title_fullStr Designing anti-sliding durable type of asphalt mixture based on the maximum peak of angular distribution rate
title_full_unstemmed Designing anti-sliding durable type of asphalt mixture based on the maximum peak of angular distribution rate
title_sort designing anti-sliding durable type of asphalt mixture based on the maximum peak of angular distribution rate
publisher EDP Sciences
series MATEC Web of Conferences
issn 2261-236X
publishDate 2017-01-01
description In order to design a anti-sliding and durable asphalt mixture, we independently develop two sets of laboratory equipment: the Laser Contour Detector of Asphalt Pavement and the Accelerated Rub Tester, with which we collect the plate surface contour every two hours for 5 times in the first 8 hours in the rub test, and then we make contour curves and analyze the angular distribution statistics of surface contour and thus we propose characterizing the skid resistance performance and durability of the asphalt pavement based on the maximum peak of angular distribution rate, which has been proved to be reasonable. By designing different gradations of SMA-13 and GAC-13 asphalt mixture and using the maximum peak of angular distribution rate to evaluate the skid resistance performance of different degrees of kneading, the asphalt mixture with better skid resistance has been made. That provides a reference for engineering application. The laboratory research develops a method for designing a anti-sliding and durable asphalt mixture based on the maximum peak of angular distribution rate, which makes up for the defects of the current stage where there is no ways to test the skid resistance performance and durability while designing the asphalt mixture.
url https://doi.org/10.1051/matecconf/201711901058
work_keys_str_mv AT wangduanyi designingantislidingdurabletypeofasphaltmixturebasedonthemaximumpeakofangulardistributionrate
AT yuyongtan designingantislidingdurabletypeofasphaltmixturebasedonthemaximumpeakofangulardistributionrate
AT wanggang designingantislidingdurabletypeofasphaltmixturebasedonthemaximumpeakofangulardistributionrate
AT xuchi designingantislidingdurabletypeofasphaltmixturebasedonthemaximumpeakofangulardistributionrate
AT shaoshenshen designingantislidingdurabletypeofasphaltmixturebasedonthemaximumpeakofangulardistributionrate
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