Investigation of the effect of yarn waste fibers and cocamide diethanolamide chemical on the strength of hot mix asphalt
In this study, conventional bitumen tests were performed on bituminous binder modified with Cocamide Diethanolamide chemical at different ratios. According to results of tests, the most suitable additive ratio has been determined as 5%. However, it was concluded that indirect tensile strength and re...
Saved in:
| Main Authors: | , , |
|---|---|
| Format: | Article |
| Language: | English |
| Published: |
Gruppo Italiano Frattura
2022-10-01
|
| Series: | Fracture and Structural Integrity |
| Subjects: | |
| Online Access: | https://www.fracturae.com/index.php/fis/article/view/3530/3629 |
| Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
| _version_ | 1841562914871312384 |
|---|---|
| author | Mehmet Saltan Gizem Kacaroglu Oznur Karadag |
| author_facet | Mehmet Saltan Gizem Kacaroglu Oznur Karadag |
| author_sort | Mehmet Saltan |
| collection | DOAJ |
| description | In this study, conventional bitumen tests were performed on bituminous binder modified with Cocamide Diethanolamide chemical at different ratios. According to results of tests, the most suitable additive ratio has been determined as 5%. However, it was concluded that indirect tensile strength and resistance to moisture of samples prepared with bituminous binder modified with 5% Cocamide Diethanolamide has been adversely affected. It was desired to investigate that whether these properties could be strengthened by yarn waste fibers. Firstly, the effect of 0.1%, 0.2% and 0.3% yarn waste fibers on samples prepared with reference bituminous binder was investigated. Obtained results showed that both indirect tensile strength and resistance to moisture of samples containing 0.1% yarn waste fiber increased. Therefore, 0.1%, 0.2% and 0.3% yarn waste fibers were added to the aggregate mixture and mixing of them with bituminous binder modified with 5% Cocamide Diethanolamide was provided. According to obtained results, different ratios of yarn waste fibers added to aggregate mixture did not have a positive effect on moisture sensitivity. Tensile strength ratio values of samples containing bituminous binder modified with 5% Cocamide Diethanolamide and yarn waste fibers added to the aggregate mixture did not provide specification limit |
| format | Article |
| id | doaj-art-48deb0071c544deaa1ee95da6bfd89d1 |
| institution | Kabale University |
| issn | 1971-8993 |
| language | English |
| publishDate | 2022-10-01 |
| publisher | Gruppo Italiano Frattura |
| record_format | Article |
| series | Fracture and Structural Integrity |
| spelling | doaj-art-48deb0071c544deaa1ee95da6bfd89d12025-01-03T00:39:12ZengGruppo Italiano FratturaFracture and Structural Integrity1971-89932022-10-011662546310.3221/IGF-ESIS.62.0410.3221/IGF-ESIS.62.04Investigation of the effect of yarn waste fibers and cocamide diethanolamide chemical on the strength of hot mix asphaltMehmet SaltanGizem KacarogluOznur KaradagIn this study, conventional bitumen tests were performed on bituminous binder modified with Cocamide Diethanolamide chemical at different ratios. According to results of tests, the most suitable additive ratio has been determined as 5%. However, it was concluded that indirect tensile strength and resistance to moisture of samples prepared with bituminous binder modified with 5% Cocamide Diethanolamide has been adversely affected. It was desired to investigate that whether these properties could be strengthened by yarn waste fibers. Firstly, the effect of 0.1%, 0.2% and 0.3% yarn waste fibers on samples prepared with reference bituminous binder was investigated. Obtained results showed that both indirect tensile strength and resistance to moisture of samples containing 0.1% yarn waste fiber increased. Therefore, 0.1%, 0.2% and 0.3% yarn waste fibers were added to the aggregate mixture and mixing of them with bituminous binder modified with 5% Cocamide Diethanolamide was provided. According to obtained results, different ratios of yarn waste fibers added to aggregate mixture did not have a positive effect on moisture sensitivity. Tensile strength ratio values of samples containing bituminous binder modified with 5% Cocamide Diethanolamide and yarn waste fibers added to the aggregate mixture did not provide specification limithttps://www.fracturae.com/index.php/fis/article/view/3530/3629cocamide diethanolamideyarn waste fibersuperpavemoisture sensitivity |
| spellingShingle | Mehmet Saltan Gizem Kacaroglu Oznur Karadag Investigation of the effect of yarn waste fibers and cocamide diethanolamide chemical on the strength of hot mix asphalt Fracture and Structural Integrity cocamide diethanolamide yarn waste fiber superpave moisture sensitivity |
| title | Investigation of the effect of yarn waste fibers and cocamide diethanolamide chemical on the strength of hot mix asphalt |
| title_full | Investigation of the effect of yarn waste fibers and cocamide diethanolamide chemical on the strength of hot mix asphalt |
| title_fullStr | Investigation of the effect of yarn waste fibers and cocamide diethanolamide chemical on the strength of hot mix asphalt |
| title_full_unstemmed | Investigation of the effect of yarn waste fibers and cocamide diethanolamide chemical on the strength of hot mix asphalt |
| title_short | Investigation of the effect of yarn waste fibers and cocamide diethanolamide chemical on the strength of hot mix asphalt |
| title_sort | investigation of the effect of yarn waste fibers and cocamide diethanolamide chemical on the strength of hot mix asphalt |
| topic | cocamide diethanolamide yarn waste fiber superpave moisture sensitivity |
| url | https://www.fracturae.com/index.php/fis/article/view/3530/3629 |
| work_keys_str_mv | AT mehmetsaltan investigationoftheeffectofyarnwastefibersandcocamidediethanolamidechemicalonthestrengthofhotmixasphalt AT gizemkacaroglu investigationoftheeffectofyarnwastefibersandcocamidediethanolamidechemicalonthestrengthofhotmixasphalt AT oznurkaradag investigationoftheeffectofyarnwastefibersandcocamidediethanolamidechemicalonthestrengthofhotmixasphalt |