2015
DOI: 10.1016/j.aap.2015.04.003
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A fully Bayesian before–after analysis of permeable friction course (PFC) pavement wet weather safety

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Cited by 12 publications
(6 citation statements)
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“…e freeze-thaw damage of PAC is mainly caused by repeated freezing and thawing of the water inside the pavement [23]. During the early winter and early spring seasons in frozen zones, when the temperature drops below 0°C and the water phase in the pavement gap changes from liquid to solid, as well as liquid coexisting state to liquid state, PAC undergoes freeze-thaw cycles.…”
Section: Test Planmentioning
confidence: 99%
“…e freeze-thaw damage of PAC is mainly caused by repeated freezing and thawing of the water inside the pavement [23]. During the early winter and early spring seasons in frozen zones, when the temperature drops below 0°C and the water phase in the pavement gap changes from liquid to solid, as well as liquid coexisting state to liquid state, PAC undergoes freeze-thaw cycles.…”
Section: Test Planmentioning
confidence: 99%
“…Some researchers suggest that a permeable friction course (PFC) can contribute to the reduction of wet crashes ( 15 – 20 ). However, some studies argue that there is not enough evidence for that claim ( 21 , 22 ).…”
Section: Literature Reviewmentioning
confidence: 99%
“…Bu durumda özellikle yağışlı havalarda fren mesafesi uzamakta ve buna bağlı olarak yol sürüş güvenliği azalmaktadır. Bu alandaki çalışmalar, sürtünme direncindeki azalmanın trafik kazalarını arttırdığını ortaya koymaktadır [8,9,10]. Kaplama yenileme yöntemlerinden olan BSK ve harç tipi kaplama üretimlerinin performans özellikleri ile birlikte yaşam ömürleri ve üretim maliyetleri de farklıdır.…”
Section: Li̇teratür öZeti̇unclassified