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Study on Low-Temperature Index and Improvement Measures of Emulsified Asphalt Cold Recycled Mixture

With the promotion of cold recycled mixture (CRM) in cold areas and the improvement of its application layer, the enhancement of the low-temperature performance of mixtures is particularly important. The applicability of the current low-temperature bending test method to CRM is controversial. Firstl...

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Autores principales: Yu, Xiaoqing, Han, Zhanchuang, Cai, Yu, Liu, Liping, Sun, Lijun
Formato: Online Artículo Texto
Lenguaje:English
Publicado: MDPI 2022
Materias:
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC9658144/
https://www.ncbi.nlm.nih.gov/pubmed/36363459
http://dx.doi.org/10.3390/ma15217867
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author Yu, Xiaoqing
Han, Zhanchuang
Cai, Yu
Liu, Liping
Sun, Lijun
author_facet Yu, Xiaoqing
Han, Zhanchuang
Cai, Yu
Liu, Liping
Sun, Lijun
author_sort Yu, Xiaoqing
collection PubMed
description With the promotion of cold recycled mixture (CRM) in cold areas and the improvement of its application layer, the enhancement of the low-temperature performance of mixtures is particularly important. The applicability of the current low-temperature bending test method to CRM is controversial. Firstly, the low-temperature crack resistance of CRM with different gradations and emulsified asphalt contents was studied by the indirect tensile (IDT) test and the semi-circular bending (SCB) test. Thereafter, the low-temperature performance evaluation index suitable for CRM was put forward. Then, the low-temperature performance of CRM with different gradations, fiber types, and contents was evaluated by using the above low-temperature evaluation index. The results show that the low-temperature performance of CRM with different gradations and emulsified asphalt contents can be distinguished by fracture work (W) and fracture energy (G(f)). Not only do the test results have little variability (about 12% and 15%, respectively), but also the correlation coefficient with the new asphalt film thickness is the highest (0.8595 and 0.8939, respectively). Compared with coarse gradation (AC-25) and fine gradation (AC-13), medium-gradation (AC-20) CRM has higher low-temperature performance, and polyester fiber can significantly improve the low-temperature performance of CRM. Compared with non-fiber, the W and G(f) of CRM of polyester fiber (0.3% content) can be increased by at least 42% and 30%, respectively.
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spelling pubmed-96581442022-11-15 Study on Low-Temperature Index and Improvement Measures of Emulsified Asphalt Cold Recycled Mixture Yu, Xiaoqing Han, Zhanchuang Cai, Yu Liu, Liping Sun, Lijun Materials (Basel) Article With the promotion of cold recycled mixture (CRM) in cold areas and the improvement of its application layer, the enhancement of the low-temperature performance of mixtures is particularly important. The applicability of the current low-temperature bending test method to CRM is controversial. Firstly, the low-temperature crack resistance of CRM with different gradations and emulsified asphalt contents was studied by the indirect tensile (IDT) test and the semi-circular bending (SCB) test. Thereafter, the low-temperature performance evaluation index suitable for CRM was put forward. Then, the low-temperature performance of CRM with different gradations, fiber types, and contents was evaluated by using the above low-temperature evaluation index. The results show that the low-temperature performance of CRM with different gradations and emulsified asphalt contents can be distinguished by fracture work (W) and fracture energy (G(f)). Not only do the test results have little variability (about 12% and 15%, respectively), but also the correlation coefficient with the new asphalt film thickness is the highest (0.8595 and 0.8939, respectively). Compared with coarse gradation (AC-25) and fine gradation (AC-13), medium-gradation (AC-20) CRM has higher low-temperature performance, and polyester fiber can significantly improve the low-temperature performance of CRM. Compared with non-fiber, the W and G(f) of CRM of polyester fiber (0.3% content) can be increased by at least 42% and 30%, respectively. MDPI 2022-11-07 /pmc/articles/PMC9658144/ /pubmed/36363459 http://dx.doi.org/10.3390/ma15217867 Text en © 2022 by the authors. https://creativecommons.org/licenses/by/4.0/Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license (https://creativecommons.org/licenses/by/4.0/).
spellingShingle Article
Yu, Xiaoqing
Han, Zhanchuang
Cai, Yu
Liu, Liping
Sun, Lijun
Study on Low-Temperature Index and Improvement Measures of Emulsified Asphalt Cold Recycled Mixture
title Study on Low-Temperature Index and Improvement Measures of Emulsified Asphalt Cold Recycled Mixture
title_full Study on Low-Temperature Index and Improvement Measures of Emulsified Asphalt Cold Recycled Mixture
title_fullStr Study on Low-Temperature Index and Improvement Measures of Emulsified Asphalt Cold Recycled Mixture
title_full_unstemmed Study on Low-Temperature Index and Improvement Measures of Emulsified Asphalt Cold Recycled Mixture
title_short Study on Low-Temperature Index and Improvement Measures of Emulsified Asphalt Cold Recycled Mixture
title_sort study on low-temperature index and improvement measures of emulsified asphalt cold recycled mixture
topic Article
url https://www.ncbi.nlm.nih.gov/pmc/articles/PMC9658144/
https://www.ncbi.nlm.nih.gov/pubmed/36363459
http://dx.doi.org/10.3390/ma15217867
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