Investigating the Effect of Aggregate Characteristics on the Macroscopic and Microscopic Fracture Mechanisms of Asphalt Concrete at Low-Temperature

The low-temperature crack of asphalt concrete is considered to be one of the main deteriorations in asphalt pavements. However, there have been few studies on the composite effects of the aggregate characteristics and fracturing modes on the low-temperature cracking of asphalt concrete. Hence, the e...

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Main Authors: Yinshan Xu, Yingjun Jiang, Jinshun Xue, Jiaolong Ren
Format: Article
Language:English
Published: MDPI AG 2019-08-01
Series:Materials
Subjects:
Online Access:https://www.mdpi.com/1996-1944/12/17/2675
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author Yinshan Xu
Yingjun Jiang
Jinshun Xue
Jiaolong Ren
author_facet Yinshan Xu
Yingjun Jiang
Jinshun Xue
Jiaolong Ren
author_sort Yinshan Xu
collection DOAJ
description The low-temperature crack of asphalt concrete is considered to be one of the main deteriorations in asphalt pavements. However, there have been few studies on the composite effects of the aggregate characteristics and fracturing modes on the low-temperature cracking of asphalt concrete. Hence, the edge cracked semi-circular bend tests and the discrete element modeling approaches are combined to investigate the effect of the aggregate contents, aggregate morphological features and aggregate distributions on the fracture behavior of asphalt concrete in different fracturing modes at different temperatures. The results show that the fracture toughness and the crack extended time reduce with the increasing aggregate orientation and flatness and the decreased aggregate content. The effect of aggregate flatness is nonlinear, and its reduction trend grows gradually with the increasing flatness. The total number of failed contacts is reduced with the increasing aggregate orientation and flatness, particularly at 10 °C. The number of failed contacts that occurred in the aggregate−mastic interface in Quasi-Mode II fracturing is slightly higher than that in other fracturing modes. The aggregate distribution in the crack initiation zone greatly influenced the crack resistance, particularly at 10 °C. The research is beneficial to better understand the fracture mechanisms of asphalt concrete at low-temperature.
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spelling doaj.art-599ee5b3ad984077b92f8190f1398c5f2022-12-22T03:15:43ZengMDPI AGMaterials1996-19442019-08-011217267510.3390/ma12172675ma12172675Investigating the Effect of Aggregate Characteristics on the Macroscopic and Microscopic Fracture Mechanisms of Asphalt Concrete at Low-TemperatureYinshan Xu0Yingjun Jiang1Jinshun Xue2Jiaolong Ren3School of Highway, Chang’an University, Xi’an 710064, Shaanxi, ChinaSchool of Highway, Chang’an University, Xi’an 710064, Shaanxi, ChinaSchool of Civil Engineering and Architecture, Hubei University of Arts and Science, Xiangyang 441053, Hubei, ChinaSchool of Civil and Architectural Engineering, Shandong University of Technology, Zibo 255000, Shandong, ChinaThe low-temperature crack of asphalt concrete is considered to be one of the main deteriorations in asphalt pavements. However, there have been few studies on the composite effects of the aggregate characteristics and fracturing modes on the low-temperature cracking of asphalt concrete. Hence, the edge cracked semi-circular bend tests and the discrete element modeling approaches are combined to investigate the effect of the aggregate contents, aggregate morphological features and aggregate distributions on the fracture behavior of asphalt concrete in different fracturing modes at different temperatures. The results show that the fracture toughness and the crack extended time reduce with the increasing aggregate orientation and flatness and the decreased aggregate content. The effect of aggregate flatness is nonlinear, and its reduction trend grows gradually with the increasing flatness. The total number of failed contacts is reduced with the increasing aggregate orientation and flatness, particularly at 10 °C. The number of failed contacts that occurred in the aggregate−mastic interface in Quasi-Mode II fracturing is slightly higher than that in other fracturing modes. The aggregate distribution in the crack initiation zone greatly influenced the crack resistance, particularly at 10 °C. The research is beneficial to better understand the fracture mechanisms of asphalt concrete at low-temperature.https://www.mdpi.com/1996-1944/12/17/2675asphalt concretefracture mechanismsmacroscopic and microscopiclow-temperaturefracturing modesaggregate characteristicsDEM
spellingShingle Yinshan Xu
Yingjun Jiang
Jinshun Xue
Jiaolong Ren
Investigating the Effect of Aggregate Characteristics on the Macroscopic and Microscopic Fracture Mechanisms of Asphalt Concrete at Low-Temperature
Materials
asphalt concrete
fracture mechanisms
macroscopic and microscopic
low-temperature
fracturing modes
aggregate characteristics
DEM
title Investigating the Effect of Aggregate Characteristics on the Macroscopic and Microscopic Fracture Mechanisms of Asphalt Concrete at Low-Temperature
title_full Investigating the Effect of Aggregate Characteristics on the Macroscopic and Microscopic Fracture Mechanisms of Asphalt Concrete at Low-Temperature
title_fullStr Investigating the Effect of Aggregate Characteristics on the Macroscopic and Microscopic Fracture Mechanisms of Asphalt Concrete at Low-Temperature
title_full_unstemmed Investigating the Effect of Aggregate Characteristics on the Macroscopic and Microscopic Fracture Mechanisms of Asphalt Concrete at Low-Temperature
title_short Investigating the Effect of Aggregate Characteristics on the Macroscopic and Microscopic Fracture Mechanisms of Asphalt Concrete at Low-Temperature
title_sort investigating the effect of aggregate characteristics on the macroscopic and microscopic fracture mechanisms of asphalt concrete at low temperature
topic asphalt concrete
fracture mechanisms
macroscopic and microscopic
low-temperature
fracturing modes
aggregate characteristics
DEM
url https://www.mdpi.com/1996-1944/12/17/2675
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AT jinshunxue investigatingtheeffectofaggregatecharacteristicsonthemacroscopicandmicroscopicfracturemechanismsofasphaltconcreteatlowtemperature
AT jiaolongren investigatingtheeffectofaggregatecharacteristicsonthemacroscopicandmicroscopicfracturemechanismsofasphaltconcreteatlowtemperature