Evaluation of Fracture Resistance of Asphalt Mixtures Using the Single-Edge Notched Beams

To determine and compare the fracture properties of different asphalt mixtures, single-edge notched beam (SENB) tests using three types of asphalt mixtures were applied in this study under the conditions of different notched depths and different temperatures. The effects of notched depths and temper...

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Main Authors: Biao Ding, Xiaolong Zou, Zixin Peng, Xiang Liu
Format: Article
Language:English
Published: Wiley 2018-01-01
Series:Advances in Materials Science and Engineering
Online Access:http://dx.doi.org/10.1155/2018/8026798
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author Biao Ding
Xiaolong Zou
Zixin Peng
Xiang Liu
author_facet Biao Ding
Xiaolong Zou
Zixin Peng
Xiang Liu
author_sort Biao Ding
collection DOAJ
description To determine and compare the fracture properties of different asphalt mixtures, single-edge notched beam (SENB) tests using three types of asphalt mixtures were applied in this study under the conditions of different notched depths and different temperatures. The effects of notched depths and temperatures on the fracture toughness and fracture energy were analyzed. The results indicate that the notch depth has no significant effects on the fracture toughness and the fracture energy, but the gradation has relatively obvious effects on the fracture energy, which the larger contents of course aggregate leads to increase the discreteness of the fracture energy of the specimen. The temperature has significant effects on the ultimate loads, fracture energy, and fracture toughness. The ultimate loads of the SENBs reach the peak value at 0°C, which could be resulted in that viscoelastic properties of asphalt mixture depend with temperatures. The fracture toughness at −20°C of continuously graded asphalt mixtures are higher than those of gap-graded asphalt mixtures. On the contrary, the fracture toughness of gap-graded asphalt mixtures is higher at temperatures from −10°C to 20°C. The fracture energy increases with temperatures, and the fracture energy of SMA-13 is significantly larger than those of AC-13 and AC-16.
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series Advances in Materials Science and Engineering
spelling doaj-art-250eccb6642140d3b998092c0c5804982025-02-03T05:52:32ZengWileyAdvances in Materials Science and Engineering1687-84341687-84422018-01-01201810.1155/2018/80267988026798Evaluation of Fracture Resistance of Asphalt Mixtures Using the Single-Edge Notched BeamsBiao Ding0Xiaolong Zou1Zixin Peng2Xiang Liu3CCCC First Highway Consultants Co., Ltd., Xi’an, Shaanxi 710065, ChinaSchool of Architecture and Civil Engineering, Xi’an University of Science and Technology, Xi’an, Shaanxi, ChinaCCCC First Highway Consultants Co., Ltd., Xi’an, Shaanxi 710065, ChinaSchool of Highway, Chang’an University, Xi’an, Shaanxi, ChinaTo determine and compare the fracture properties of different asphalt mixtures, single-edge notched beam (SENB) tests using three types of asphalt mixtures were applied in this study under the conditions of different notched depths and different temperatures. The effects of notched depths and temperatures on the fracture toughness and fracture energy were analyzed. The results indicate that the notch depth has no significant effects on the fracture toughness and the fracture energy, but the gradation has relatively obvious effects on the fracture energy, which the larger contents of course aggregate leads to increase the discreteness of the fracture energy of the specimen. The temperature has significant effects on the ultimate loads, fracture energy, and fracture toughness. The ultimate loads of the SENBs reach the peak value at 0°C, which could be resulted in that viscoelastic properties of asphalt mixture depend with temperatures. The fracture toughness at −20°C of continuously graded asphalt mixtures are higher than those of gap-graded asphalt mixtures. On the contrary, the fracture toughness of gap-graded asphalt mixtures is higher at temperatures from −10°C to 20°C. The fracture energy increases with temperatures, and the fracture energy of SMA-13 is significantly larger than those of AC-13 and AC-16.http://dx.doi.org/10.1155/2018/8026798
spellingShingle Biao Ding
Xiaolong Zou
Zixin Peng
Xiang Liu
Evaluation of Fracture Resistance of Asphalt Mixtures Using the Single-Edge Notched Beams
Advances in Materials Science and Engineering
title Evaluation of Fracture Resistance of Asphalt Mixtures Using the Single-Edge Notched Beams
title_full Evaluation of Fracture Resistance of Asphalt Mixtures Using the Single-Edge Notched Beams
title_fullStr Evaluation of Fracture Resistance of Asphalt Mixtures Using the Single-Edge Notched Beams
title_full_unstemmed Evaluation of Fracture Resistance of Asphalt Mixtures Using the Single-Edge Notched Beams
title_short Evaluation of Fracture Resistance of Asphalt Mixtures Using the Single-Edge Notched Beams
title_sort evaluation of fracture resistance of asphalt mixtures using the single edge notched beams
url http://dx.doi.org/10.1155/2018/8026798
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AT xiangliu evaluationoffractureresistanceofasphaltmixturesusingthesingleedgenotchedbeams