Water Stability of Fibers-Enhanced Asphalt Mixtures under Static and Dynamic Damage Conditions

Water damage is one of the major distresses of asphalt pavements. Existing methods for investigating the water stability of asphalt mixtures rely primarily on static water test methods, the tensile strength ratio (TSR) test, and the retained Marshall stability (RMS) test, which evaluate the strength...

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Main Authors: Yue Xiao, Tianlei Wang, Zongwu Chen, Chao Li, Feng Wang
Format: Article
Language:English
Published: MDPI AG 2024-03-01
Series:Materials
Subjects:
Online Access:https://www.mdpi.com/1996-1944/17/6/1304
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author Yue Xiao
Tianlei Wang
Zongwu Chen
Chao Li
Feng Wang
author_facet Yue Xiao
Tianlei Wang
Zongwu Chen
Chao Li
Feng Wang
author_sort Yue Xiao
collection DOAJ
description Water damage is one of the major distresses of asphalt pavements. Existing methods for investigating the water stability of asphalt mixtures rely primarily on static water test methods, the tensile strength ratio (TSR) test, and the retained Marshall stability (RMS) test, which evaluate the strength and stability loss after freeze-thaw damage or hot water immersion, respectively. However, these methods do not accurately replicate the actual dynamic water damage conditions to pavement. Therefore, in this study, a variety of damage conditions, including static water conditions and dynamic water pressure conditions, were used to investigate the effects of lignin fibers (LFs), polyester fibers (PFs), and polypropylene fibers (PPFs) on the water stability of asphalt mixtures. First, three fibers-enhanced SMA gap-gradation asphalt mixtures were designed. Then, TSR and RMS were measured under traditional static water damage conditions and new dynamic water pressure damage conditions to evaluate the effect of fiber types on the water stability of asphalt mixtures. Finally, the void rate of asphalt mixtures and its changes under dynamic water damage conditions were further revealed with the help of CT scanning technique. Results showed that, among these three types of fibers, PFs-enhanced asphalt mixture exhibited excellent stability under both static and dynamic water conditions, and the CT scanning test also indicated that the PFs can significantly reduce the increase rate of voids in asphalt mixtures after dynamic water pressure damage. This study identified the potential of incorporating suitable type of fiber to enhance the performance of asphalt mixture under dynamic water pressure damage.
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spelling doaj.art-6c929453cd534064a104070bb988cb2c2024-03-27T13:52:28ZengMDPI AGMaterials1996-19442024-03-01176130410.3390/ma17061304Water Stability of Fibers-Enhanced Asphalt Mixtures under Static and Dynamic Damage ConditionsYue Xiao0Tianlei Wang1Zongwu Chen2Chao Li3Feng Wang4State Key Laboratory of Silicate Materials for Architectures, Wuhan University of Technology, Wuhan 430070, ChinaState Key Laboratory of Silicate Materials for Architectures, Wuhan University of Technology, Wuhan 430070, ChinaFaculty of Engineering, China University of Geosciences (Wuhan), Wuhan 430074, ChinaState Key Laboratory of Silicate Materials for Architectures, Wuhan University of Technology, Wuhan 430070, ChinaSchool of Materials Science and Engineering, Chang’an University, Xi’an 710061, ChinaWater damage is one of the major distresses of asphalt pavements. Existing methods for investigating the water stability of asphalt mixtures rely primarily on static water test methods, the tensile strength ratio (TSR) test, and the retained Marshall stability (RMS) test, which evaluate the strength and stability loss after freeze-thaw damage or hot water immersion, respectively. However, these methods do not accurately replicate the actual dynamic water damage conditions to pavement. Therefore, in this study, a variety of damage conditions, including static water conditions and dynamic water pressure conditions, were used to investigate the effects of lignin fibers (LFs), polyester fibers (PFs), and polypropylene fibers (PPFs) on the water stability of asphalt mixtures. First, three fibers-enhanced SMA gap-gradation asphalt mixtures were designed. Then, TSR and RMS were measured under traditional static water damage conditions and new dynamic water pressure damage conditions to evaluate the effect of fiber types on the water stability of asphalt mixtures. Finally, the void rate of asphalt mixtures and its changes under dynamic water damage conditions were further revealed with the help of CT scanning technique. Results showed that, among these three types of fibers, PFs-enhanced asphalt mixture exhibited excellent stability under both static and dynamic water conditions, and the CT scanning test also indicated that the PFs can significantly reduce the increase rate of voids in asphalt mixtures after dynamic water pressure damage. This study identified the potential of incorporating suitable type of fiber to enhance the performance of asphalt mixture under dynamic water pressure damage.https://www.mdpi.com/1996-1944/17/6/1304asphalt mixturedynamic water pressurefibervoid rate
spellingShingle Yue Xiao
Tianlei Wang
Zongwu Chen
Chao Li
Feng Wang
Water Stability of Fibers-Enhanced Asphalt Mixtures under Static and Dynamic Damage Conditions
Materials
asphalt mixture
dynamic water pressure
fiber
void rate
title Water Stability of Fibers-Enhanced Asphalt Mixtures under Static and Dynamic Damage Conditions
title_full Water Stability of Fibers-Enhanced Asphalt Mixtures under Static and Dynamic Damage Conditions
title_fullStr Water Stability of Fibers-Enhanced Asphalt Mixtures under Static and Dynamic Damage Conditions
title_full_unstemmed Water Stability of Fibers-Enhanced Asphalt Mixtures under Static and Dynamic Damage Conditions
title_short Water Stability of Fibers-Enhanced Asphalt Mixtures under Static and Dynamic Damage Conditions
title_sort water stability of fibers enhanced asphalt mixtures under static and dynamic damage conditions
topic asphalt mixture
dynamic water pressure
fiber
void rate
url https://www.mdpi.com/1996-1944/17/6/1304
work_keys_str_mv AT yuexiao waterstabilityoffibersenhancedasphaltmixturesunderstaticanddynamicdamageconditions
AT tianleiwang waterstabilityoffibersenhancedasphaltmixturesunderstaticanddynamicdamageconditions
AT zongwuchen waterstabilityoffibersenhancedasphaltmixturesunderstaticanddynamicdamageconditions
AT chaoli waterstabilityoffibersenhancedasphaltmixturesunderstaticanddynamicdamageconditions
AT fengwang waterstabilityoffibersenhancedasphaltmixturesunderstaticanddynamicdamageconditions