TY - GEN
T1 - Evaluation of Air Voids and Permeability Properties for Porous Asphalt-Treated Course (PATC)
AU - Chen, Jian Shiuh
AU - Yang, Chin Hung
N1 - Publisher Copyright:
© The Author(s), under exclusive license to Springer Nature Switzerland AG 2024.
PY - 2024
Y1 - 2024
N2 - Since the late 1980s, government agencies have used porous asphalt-treated courses (PATC) as drainage layers under Portland cement concrete and asphalt concrete to prevent premature pavement failure by allowing water to drain from the pavement structure. Although PATC has been used in other applications, its use in airports is relatively limited. Three different types of PATC mixes were evaluated for use as a permeable base layers for runways and taxiways: #57, #67, and porous asphalt concrete. A constant-head permeability test was developed in this study to measure the permeability coefficient of PATC mixes because traditional methods are inadequate to highly permeable materials. A linear relationship was found between total air voids and connected air voids for PATC specimens. The regression line approached the equality line as air content increased, with a slope greater than 1. Test results illustrate that as specimens become more porous, the air voids tend to become interconnected, and more voids are likely to be filled with water. To meet the permeability specification, the total air void content for PATC mixes should be controlled between 17% and 24%. Additionally, the addition of fine aggregate to the #57 and #67 mixes needs to be controlled between 17% and 34% to provide stability and proper permeability.
AB - Since the late 1980s, government agencies have used porous asphalt-treated courses (PATC) as drainage layers under Portland cement concrete and asphalt concrete to prevent premature pavement failure by allowing water to drain from the pavement structure. Although PATC has been used in other applications, its use in airports is relatively limited. Three different types of PATC mixes were evaluated for use as a permeable base layers for runways and taxiways: #57, #67, and porous asphalt concrete. A constant-head permeability test was developed in this study to measure the permeability coefficient of PATC mixes because traditional methods are inadequate to highly permeable materials. A linear relationship was found between total air voids and connected air voids for PATC specimens. The regression line approached the equality line as air content increased, with a slope greater than 1. Test results illustrate that as specimens become more porous, the air voids tend to become interconnected, and more voids are likely to be filled with water. To meet the permeability specification, the total air void content for PATC mixes should be controlled between 17% and 24%. Additionally, the addition of fine aggregate to the #57 and #67 mixes needs to be controlled between 17% and 34% to provide stability and proper permeability.
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U2 - 10.1007/978-3-031-63588-5_10
DO - 10.1007/978-3-031-63588-5_10
M3 - Conference contribution
AN - SCOPUS:85200436086
SN - 9783031635878
T3 - Lecture Notes in Civil Engineering
SP - 96
EP - 105
BT - Proceedings of the 10th International Conference on Maintenance and Rehabilitation of Pavements - MAIREPAV10 - Volume 1
A2 - Pereira, Paulo
A2 - Pais, Jorge
PB - Springer Science and Business Media Deutschland GmbH
T2 - 10th International Conference on Maintenance and Rehabilitation of Pavements, MAIREPAV10 2024
Y2 - 24 July 2024 through 26 July 2024
ER -