Comparison of Antistripping Performance Evaluation Methods on Asphalt Runway Pavement in Cold RegionsSource: Journal of Cold Regions Engineering:;2025:;Volume ( 039 ):;issue: 001::page 04024036-1DOI: 10.1061/JCRGEI.CRENG-812Publisher: American Society of Civil Engineers
Abstract: Influenced by aircraft engine wake effects, aggregates stripped off from asphalt runway surfaces are more severe during winter than during the other seasons in cold regions. In this study, five types of asphalt specimens with asphalt–aggregate ratios (AARs) ranging from 3% to 7% were used to assess antistripping performance and foreign object debris (FOD) risk. Freeze–thaw cycles and repeated load tests were performed to obtain the ratio of stripped aggregates (RSA) using three different evaluation methods. The results showed that the RSA was effective in evaluating the antistripping performance of asphalt pavement using the proposed methods. An increase in the RSA was observed with an increase in the number of experimental cycles and a decrease in the AAR. The improved weight loss (IWL), image recognition (IR), and laser scanning (LS) methods showed reliable RSA prediction in different aspects. The IWL method showed high efficiency in estimating general stripped aggregates in large areas but low accuracy in identifying the location and condition of FOD risk. The IR method could accurately determine the area and locations of stripped aggregates. The LS method was the most effective in assessing FOD risk by distinguishing stripped coarse aggregate scaled-off from the surface. The combined applications of these three methods can be a helpful tool for antistripping performance assessments in asphalt runway pavement management in cold regions. In addition, hot mixed asphalt with an AAR between 5% and 6% is suggested for asphalt runway pavement design and construction to improve antistripping performance. In the management of asphalt runways in civil aviation airports in cold regions, stripped aggregates are a major resource of foreign object debris. Consequently, after repeated operations of removing the stripped aggregates, the pavement performance deteriorates quickly, especially in the landing and takeoff areas. By comparing three methods of evaluating the antistripping performance of asphalt specimens after freeze–thaw cycles, the laser scanning method was proven to be a promising tool for assessing pavement macrotexture. Further laboratory research and in situ experiments are required to develop applicable equipment and conduct validation tests. Using the measured data, airport management agencies can make scientific decisions on maintenance.
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contributor author | Guoguang Liu | |
contributor author | Longjiang Pan | |
contributor author | Fujun Niu | |
date accessioned | 2025-08-17T22:42:03Z | |
date available | 2025-08-17T22:42:03Z | |
date copyright | 3/1/2025 12:00:00 AM | |
date issued | 2025 | |
identifier other | JCRGEI.CRENG-812.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl1/handle/yetl/4307317 | |
description abstract | Influenced by aircraft engine wake effects, aggregates stripped off from asphalt runway surfaces are more severe during winter than during the other seasons in cold regions. In this study, five types of asphalt specimens with asphalt–aggregate ratios (AARs) ranging from 3% to 7% were used to assess antistripping performance and foreign object debris (FOD) risk. Freeze–thaw cycles and repeated load tests were performed to obtain the ratio of stripped aggregates (RSA) using three different evaluation methods. The results showed that the RSA was effective in evaluating the antistripping performance of asphalt pavement using the proposed methods. An increase in the RSA was observed with an increase in the number of experimental cycles and a decrease in the AAR. The improved weight loss (IWL), image recognition (IR), and laser scanning (LS) methods showed reliable RSA prediction in different aspects. The IWL method showed high efficiency in estimating general stripped aggregates in large areas but low accuracy in identifying the location and condition of FOD risk. The IR method could accurately determine the area and locations of stripped aggregates. The LS method was the most effective in assessing FOD risk by distinguishing stripped coarse aggregate scaled-off from the surface. The combined applications of these three methods can be a helpful tool for antistripping performance assessments in asphalt runway pavement management in cold regions. In addition, hot mixed asphalt with an AAR between 5% and 6% is suggested for asphalt runway pavement design and construction to improve antistripping performance. In the management of asphalt runways in civil aviation airports in cold regions, stripped aggregates are a major resource of foreign object debris. Consequently, after repeated operations of removing the stripped aggregates, the pavement performance deteriorates quickly, especially in the landing and takeoff areas. By comparing three methods of evaluating the antistripping performance of asphalt specimens after freeze–thaw cycles, the laser scanning method was proven to be a promising tool for assessing pavement macrotexture. Further laboratory research and in situ experiments are required to develop applicable equipment and conduct validation tests. Using the measured data, airport management agencies can make scientific decisions on maintenance. | |
publisher | American Society of Civil Engineers | |
title | Comparison of Antistripping Performance Evaluation Methods on Asphalt Runway Pavement in Cold Regions | |
type | Journal Article | |
journal volume | 39 | |
journal issue | 1 | |
journal title | Journal of Cold Regions Engineering | |
identifier doi | 10.1061/JCRGEI.CRENG-812 | |
journal fristpage | 04024036-1 | |
journal lastpage | 04024036-10 | |
page | 10 | |
tree | Journal of Cold Regions Engineering:;2025:;Volume ( 039 ):;issue: 001 | |
contenttype | Fulltext |