2022
DOI: 10.1016/j.conbuildmat.2021.125606
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Reinforcement evaluation of different fibers on fracture resistance of asphalt mixture based on acoustic emission technique

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Cited by 29 publications
(8 citation statements)
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“…Mohammed et al [ 96 ] concluded that modifying the binder with 12 mm long glass fibers at a proportion of 1% by bitumen volume led to better performance than the unmodified bitumen and modified bitumen with cellulose fibers in terms of cracking and rutting resistance. Fu et al [ 97 ] evaluated an amended asphalt mix with glass fiber at the optimum content of 0.5% by mix weight. The outputs of the study emphasized that adding glass fiber enhanced the tensile strength and cracking resistance of the asphalt mix.…”
Section: Results and Analysismentioning
confidence: 99%
“…Mohammed et al [ 96 ] concluded that modifying the binder with 12 mm long glass fibers at a proportion of 1% by bitumen volume led to better performance than the unmodified bitumen and modified bitumen with cellulose fibers in terms of cracking and rutting resistance. Fu et al [ 97 ] evaluated an amended asphalt mix with glass fiber at the optimum content of 0.5% by mix weight. The outputs of the study emphasized that adding glass fiber enhanced the tensile strength and cracking resistance of the asphalt mix.…”
Section: Results and Analysismentioning
confidence: 99%
“…The advantage of 12 mm BFs in improving the ductility of asphalt mixes was more obvious. Fu et al [ 28 ] utilized the acoustic emission technique to investigate the failure load of BF asphalt mixes splitting at −10 °C. The addition of BFs increased the breaking load of the mix by 38.8%.…”
Section: Performance Of Asphalt Mixture Modified With Basalt Fibermentioning
confidence: 99%
“…Türkiye'de de Karayolları Genel Müdürlüğü tarafından aşınma, binder ve bitümlü temel tabakalarında kullanılacak agregalara ait dane büyüklüğü dağılımı, alt ve üst limitlere sahip olan gradasyon zarfı olarak belirlenmiştir [10]. Gerek yurtiçi gerekse yurtdışı çalışmalarda, araştırmacıların gradasyon zarflarındaki orta hattı yani ortalama gradasyon değerlerini tercih ettikleri görülmektedir [2,[11][12][13][14][15][16]. Agrega, bitüm ve karışımla ilgili diğer özellikler aynı kalsa dahi, agrega gradasyonu olarak zarftaki ortalama değerlerden farklı gradasyon kullanılması ile karışım özelliklerinin değişim göstereceği açıktır.…”
Section: Gi̇ri̇ş (Introduction)unclassified