Freeze-Thaw Splitting Strength Analysis of PAC Based on the Gray-Markov Model
In this study, a freeze-thaw split test was carried out to simulate the frost-heaving behavior of permeable asphalt concrete (PAC). Furthermore, the water stability problems caused by spalling and loosening were studied. Through a comparative analysis of the freeze-thaw split ratio of porosities of...
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Wiley
2021-01-01
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Series: | Advances in Materials Science and Engineering |
Online Access: | http://dx.doi.org/10.1155/2021/9954504 |
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author | Baoyang Yu Zongguang Sun Lin Qi |
author_facet | Baoyang Yu Zongguang Sun Lin Qi |
author_sort | Baoyang Yu |
collection | DOAJ |
description | In this study, a freeze-thaw split test was carried out to simulate the frost-heaving behavior of permeable asphalt concrete (PAC). Furthermore, the water stability problems caused by spalling and loosening were studied. Through a comparative analysis of the freeze-thaw split ratio of porosities of 19%, 21%, and 24%, the PAC porosity with excellent water stability was determined to be 19–21%. Scanning electron microscopy (SEM) images of PAC with the three porosity values after repeated freezing and thawing verified that the porosities were greater than 24% and the asphalt film peeling area was the largest, resulting in the rapid decline of the PAC freeze-thaw split ratio. The Gray-Markov model was used to predict the water stability of the mixture with a porosity of 21%. Based on the results, a Gray-Markov method for evaluating the PAC water stability in seasonally frozen areas was introduced. |
format | Article |
id | doaj-art-005f45d63b954cd2839db6caf9ccb51f |
institution | Kabale University |
issn | 1687-8434 1687-8442 |
language | English |
publishDate | 2021-01-01 |
publisher | Wiley |
record_format | Article |
series | Advances in Materials Science and Engineering |
spelling | doaj-art-005f45d63b954cd2839db6caf9ccb51f2025-02-03T01:24:50ZengWileyAdvances in Materials Science and Engineering1687-84341687-84422021-01-01202110.1155/2021/99545049954504Freeze-Thaw Splitting Strength Analysis of PAC Based on the Gray-Markov ModelBaoyang Yu0Zongguang Sun1Lin Qi2Transportation Engineering College, Dalian Maritime University, Dalian 116026, ChinaTransportation Engineering College, Dalian Maritime University, Dalian 116026, ChinaDepartment of Civil Engineering, Shenyang Urban Construction Institute, Shenyang 110167, ChinaIn this study, a freeze-thaw split test was carried out to simulate the frost-heaving behavior of permeable asphalt concrete (PAC). Furthermore, the water stability problems caused by spalling and loosening were studied. Through a comparative analysis of the freeze-thaw split ratio of porosities of 19%, 21%, and 24%, the PAC porosity with excellent water stability was determined to be 19–21%. Scanning electron microscopy (SEM) images of PAC with the three porosity values after repeated freezing and thawing verified that the porosities were greater than 24% and the asphalt film peeling area was the largest, resulting in the rapid decline of the PAC freeze-thaw split ratio. The Gray-Markov model was used to predict the water stability of the mixture with a porosity of 21%. Based on the results, a Gray-Markov method for evaluating the PAC water stability in seasonally frozen areas was introduced.http://dx.doi.org/10.1155/2021/9954504 |
spellingShingle | Baoyang Yu Zongguang Sun Lin Qi Freeze-Thaw Splitting Strength Analysis of PAC Based on the Gray-Markov Model Advances in Materials Science and Engineering |
title | Freeze-Thaw Splitting Strength Analysis of PAC Based on the Gray-Markov Model |
title_full | Freeze-Thaw Splitting Strength Analysis of PAC Based on the Gray-Markov Model |
title_fullStr | Freeze-Thaw Splitting Strength Analysis of PAC Based on the Gray-Markov Model |
title_full_unstemmed | Freeze-Thaw Splitting Strength Analysis of PAC Based on the Gray-Markov Model |
title_short | Freeze-Thaw Splitting Strength Analysis of PAC Based on the Gray-Markov Model |
title_sort | freeze thaw splitting strength analysis of pac based on the gray markov model |
url | http://dx.doi.org/10.1155/2021/9954504 |
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