Submit to Materials Review for Materials Propose a Special Issue

Journal Menu

Journal Browser

Sustainable Materials and Structures Used in Pavement Engineering

Special Issue Editors
Special Issue Information
Keywords
Benefits of Publishing in a Special Issue
Related Special Issue
Published Papers

A special issue of Materials (ISSN 1996-1944). This special issue belongs to the section "Construction and Building Materials".

Deadline for manuscript submissions: closed (31 July 2024) | Viewed by 12147

Share This Special Issue

Special Issue Editors

Dr. Fucheng Guo

E-Mail
Guest Editor

School of Civil Engineering, Lanzhou Jiaotong University, Lanzhou 730070, China
Interests: performance characterization of rubber asphalt using molecular dynamics simulation; tire-pavement contact and its friction mechanism; adhesion and debonding behaviors between asphalt binder and aggregate; sustainable materials used in asphalt pavement
Special Issues, Collections and Topics in MDPI journals

Dr. Augusto Cannone Falchetto

E-Mail Website
Guest Editor

Department of Civil Engineering, Aalto University, 02150 Espoo, Finland
Interests: microstructure and numerical modeling in pavement; mechanical property analysis and measurements; advanced materials and structures; failure analysis; fracture mechanics
Special Issues, Collections and Topics in MDPI journals

Dr. Bochao Zhou

E-Mail
Guest Editor

Department of Road & Railway Engineering, Beijing University of Technology, Beijing 100124, China
Interests: energy efficiency improvement and structural optimization of solar pavement; efficient purification technology for on-road vehicle exhaust; emission characteristics and inhibition technologies of asphalt VOCs.
Special Issues, Collections and Topics in MDPI journals

Dr. Wentong Wang

E-Mail
Guest Editor

Faculty of Transportation, Shandong University of Science and Technology, Qingdao 266590, China
Interests: green energy conversion pavement technology; solid recycling materials used in asphalt pavement; sustainability of road infrastructures; technical testing to address performance properties; composition of asphalt mixtures considering various additives and re-using reclaimed asphalt
Special Issues, Collections and Topics in MDPI journals

Special Issue Information

Dear Colleagues,

Sustainable materials and structures have been extensively employed in asphalt pavements in order to mitigate the resources crisis and achieve carbon neutrality. These include, but are not limited to, warm/cold mix asphalt (WMA/CMA), reclaimed asphalt pavement (RAP), waste materials utilized in asphalt mixtures, polyurethane pavements, and self-cleaning, self-healing, and self-powered materials. Such materials and structures can partially save nonrenewable resources and improve the road environment. However, there remain several knowledge gaps to overcome. These include, for example, the compatibility between new and old materials and structures, the long-term performance of new materials and structures, and the cost performance of new materials and structures. These limitations hinder the mega-scale application of sustainable materials and structures in asphalt pavement constructions.

This Special Issue aims to address various subjects related to the sustainable materials and structures utilized in pavement engineering. Research that investigates and applies sustainable materials, structures, and corresponding technologies is welcome. Green and smart technologies and assessment methods for sustainable development are all also topics of interest. Literature reviews and state-of-art articles are highly appreciated.

Dr. Fucheng Guo
Dr. Augusto Cannone Falchetto
Dr. Bochao Zhou
Dr. Wentong Wang
Guest Editors

Manuscript Submission Information

Manuscripts should be submitted online at www.mdpi.com by registering and logging in to this website. Once you are registered, click here to go to the submission form. Manuscripts can be submitted until the deadline. All submissions that pass pre-check are peer-reviewed. Accepted papers will be published continuously in the journal (as soon as accepted) and will be listed together on the special issue website. Research articles, review articles as well as short communications are invited. For planned papers, a title and short abstract (about 100 words) can be sent to the Editorial Office for announcement on this website.

Submitted manuscripts should not have been published previously, nor be under consideration for publication elsewhere (except conference proceedings papers). All manuscripts are thoroughly refereed through a single-blind peer-review process. A guide for authors and other relevant information for submission of manuscripts is available on the Instructions for Authors page. Materials is an international peer-reviewed open access semimonthly journal published by MDPI.

Please visit the Instructions for Authors page before submitting a manuscript. The Article Processing Charge (APC) for publication in this open access journal is 2600 CHF (Swiss Francs). Submitted papers should be well formatted and use good English. Authors may use MDPI's English editing service prior to publication or during author revisions.

Keywords

recycled pavement materials and structures
low-carbon or low-emission materials and structures
sustainable structures based on recycled materials
functional pavement materials and structures
high-performance pavement materials and structures for long-term service
green construction, maintenance, and management technologies
smart monitoring technologies and evaluation methods
life-cycle assessment after using sustainable materials and structures

Benefits of Publishing in a Special Issue

Ease of navigation: Grouping papers by topic helps scholars navigate broad scope journals more efficiently.
Greater discoverability: Special Issues support the reach and impact of scientific research. Articles in Special Issues are more discoverable and cited more frequently.
Expansion of research network: Special Issues facilitate connections among authors, fostering scientific collaborations.
External promotion: Articles in Special Issues are often promoted through the journal's social media, increasing their visibility.
e-Book format: Special Issues with more than 10 articles can be published as dedicated e-books, ensuring wide and rapid dissemination.

Further information on MDPI's Special Issue polices can be found here.

Related Special Issue

Sustainable Materials and Structures Used in Pavement Engineering (2nd Edition) in Materials

Published Papers (11 papers)

Download All Papers

Order results

Result details

Show export options Show export options

Select all

Export citation of selected articles as:

Research

12 pages, 3355 KiB

Open AccessArticle

Performance Study of Stabilized Recycled Aggregate Base Material with Two-Gray Components

by Kai Wang, Xianhu Hu, Yingjie Yuan, Feng Lian, Mingchen Zhong and Kun Meng

Materials 2024, 17(20), 5038; https://doi.org/10.3390/ma17205038 - 15 Oct 2024

Viewed by 609

Abstract

This article studies the practical road performance of recycled materials from construction waste, relying on the paving test section of the supporting project for the Qingdao Cross-Sea Bridge. The research focuses on the construction technology and road performance of using recycled construction waste materials in urban road sub-base construction. Through indoor tests such as sieving and unconfined compressive strength tests, relevant technical indicators were obtained and analyzed. Additionally, periodic core sampling, compaction tests, and rebound deflection tests were conducted on-site according to relevant standards to thoroughly investigate the specific effects of using construction waste in practice and to analyze and evaluate the actual feasibility of the materials for road use. The results indicate that the particle gradation of the construction mix in the test section aligns well with the target gradation, and the dosage of the mixing agent meets the design requirements. The 7-day unconfined compressive strength already satisfied the technical requirements for heavy and extremely heavy traffic on highways as specified in the “Technical Specifications for Construction of Highway Pavement Subbase” (JTG/T F20-2015), with the 14-day strength generally reaching 7 MPa. Core sampling revealed good aggregate gradation, smooth and straight profiles, and the thickness and strength of all parts meet the specifications. The compaction levels met the testing requirements, the surface deflection values showed a decreasing trend, and the deformation resistance was good, consistent with the general development patterns of semi-rigid sub-bases. Full article

(This article belongs to the Special Issue Sustainable Materials and Structures Used in Pavement Engineering)

► Show Figures

Figure 1

16 pages, 5036 KiB

Open AccessArticle

Characteristics of Open-Graded Friction Course Macrotexture and Macrostructure and Its Effect on Skid Resistance under Rainfall

by Liang Song, Di Yun, Wei Ye and Jie Gao

Materials 2024, 17(18), 4658; https://doi.org/10.3390/ma17184658 - 23 Sep 2024

Viewed by 512

Abstract

An Open-Graded Friction Course (OGFC) presents a rough surface and a porous structure and provides skid resistance under wet conditions, differing from that of a dense graded mixture. This study explored the distribution of surface macrotexture with depth in OGFC. Using cross-sectional images and semantic image segmentation techniques, the internal structure, porosity, and void size distribution were analyzed to assess the effectiveness of rainfall drainage. Skid resistance was evaluated with a British Pendulum Tester, focusing on the influence of surface macrotexture and internal macrostructure, particularly with regard to contact depth. Results show that finer gradations increase surface roughness peaks, which are concentrated near the top surface. In contrast, coarser mixtures exhibit a greater effective contact depth and more peaks with higher curvature. Finer gradations also result in lower porosity, greater void dispersion, and smaller average void diameters. During heavy rainfall, OGFC-13 exhibits the highest friction coefficient due to its effective contact, surface roughness, and internal voids, which facilitate water expulsion. This research provides insights into the skid resistance mechanism of OGFC in wet conditions and offers practical guidance for selecting the optimal gradation. Full article

(This article belongs to the Special Issue Sustainable Materials and Structures Used in Pavement Engineering)

► Show Figures

Figure 1

20 pages, 77410 KiB

Open AccessFeature PaperArticle

Quantitative Evaluation of Blending Behavior between Virgin Asphalt and Aged Asphalt Incorporating a New Bio-Based Warm-Mix Rejuvenator

by Le Yu, Shiyuan You, Zhaoyi He, Dingbang Wei and Lin Kong

Materials 2024, 17(16), 4061; https://doi.org/10.3390/ma17164061 - 15 Aug 2024

Viewed by 1012

Abstract

The blending degree between virgin asphalt and aged asphalt has a significant effect on road performance of reclaimed asphalt mixture. This study presented an innovative examination of blending behavior between virgin asphalt and aged asphalt incorporating a new bio-based warm-mix rejuvenator (BWR) by utilizing Atomic Force Microscopy (AFM). Through analyzing the variation of several micro-morphology parameters between virgin asphalt and aged asphalt (or recycled asphalt) after blending, an index of regenerative blending degree (RBD) was proposed to quantitatively evaluate their blending behavior, and the effect of various blending temperatures and durations on regenerative blending degree was investigated. The results show that the regenerative blending degree between virgin asphalt and aged asphalt was higher than that between virgin asphalt and recycled asphalt under the same blending condition. A clear linear correlation was observed between the regenerative blending degree calculated by 3D micro-morphology parameters and the dosage of bio-based warm-mix rejuvenator in recycled asphalt, with a correlation coefficient of 0.98. With the increase in blending duration, the regenerative blending degree between virgin asphalt and recycled asphalt increased first and then decreased, but continued to improve with the increase in blending temperature, which indicates that a higher blending temperature and prolonging the blending duration properly have a positive effect on the blending processing between virgin asphalt and recycled asphalt. Compared with the regenerative blending degree calculated by 2D micro-morphology parameters, the regenerative blending degree calculated by 3D micro-morphology parameters is more reasonable to quantify the blending behavior between virgin asphalt and recycled asphalt. Full article

(This article belongs to the Special Issue Sustainable Materials and Structures Used in Pavement Engineering)

► Show Figures

Figure 1

20 pages, 7546 KiB

Open AccessArticle

Effect of SARA Fractions on Fatigue Properties of Hard Asphalt

by Jinyi Jiang, Fei Lu, Xiaogang Guo, Peiwen Hao, Wei Wang and Jincheng Yu

Materials 2024, 17(11), 2713; https://doi.org/10.3390/ma17112713 - 3 Jun 2024

Cited by 1 | Viewed by 671

Abstract

The fatigue performance of hard asphalt is an important factor that affects the service life of asphalt pavement. In order to comprehensively explore the influence of chemical components on the fatigue performance of hard asphalt, and to eliminate the chemical instability between the microstructure of asphalt from different oil sources, seven kinds of hard asphalt were designed and prepared with saturates, aromatics, resins, and asphaltenes (SARA) extracted from the same hard asphalt. Rheological, time sweep and linear amplitude sweep (LAS) tests were carried out to evaluate the fatigue properties. The results show that the complex modulus of asphalt binds increased rapidly with an increase of asphaltene and resins and that the colloidal structure was strengthened, which would increase the fatigue factor. In the time sweep test, the strength of the colloidal structure significantly affected the fatigue life, and the fatigue life was different under different test stresses. In the viscoelastic continuum damage (VECD) model, the cumulative damage was related to the modulus, while with the increase of asphaltene and resins, the fatigue life showed a trend of first increasing and then decreasing. The linear regression analysis showed that the fatigue life of hard asphalt had a good correlation with strain sensitivity. This study investigated the applicability of different fatigue evaluation methods and revealed the influence of four components on the fatigue properties of hard asphalt. The results provide significant insights in the improvement of the fatigue performance of both hard asphalt and corresponding mixtures. Full article

(This article belongs to the Special Issue Sustainable Materials and Structures Used in Pavement Engineering)

► Show Figures

Figure 1

17 pages, 5971 KiB

Open AccessArticle

Regeneration Effect of a New Bio-Based Warm-Mix Rejuvenator on Performance and Micro-Morphology of Aged Asphalt

by Zhaoyi He, Le Yu, Shiyuan You, Maorong Li, Lin Kong and Dingbang Wei

Materials 2024, 17(9), 2077; https://doi.org/10.3390/ma17092077 - 28 Apr 2024

Cited by 2 | Viewed by 1189

Abstract

The use of warm-mix recycling technology can reduce the mixing temperature and the secondary aging of binders in reclaimed asphalt pavement (RAP), which is one of the effective ways to recycle high-content RAP. In this study, the penetration, softening point, ductility, and viscosity were used to characterize the conventional physical properties of aged asphalt after regenerating, while a dynamic shear rheometer (DSR), force ductility tester (FDT), and atomic force microscope (AFM) were used to evaluate the rheological performance and micro-morphology of aged asphalt incorporating a new bio-based warm-mix rejuvenator (BWR) and a commercial warm-mix rejuvenator (ZJ-WR). The regeneration mechanism of warm-mix rejuvenators on aged asphalt was analyzed by Fourier transform infrared spectroscopy (FTIR). The results show that the new bio-based warm-mix rejuvenator can restore the conventional physical properties, low-temperature performance, and micro-morphology of aged asphalt with an appropriate dosage, but it has a negative effect on high-temperature performance. In comparison with 2D area parameters, 3D roughness parameters were more accurate in evaluating the variation in micro-morphology of aged asphalt after regeneration. The FTIR analysis results indicate that both the new bio-based warm-mix rejuvenator and the commercial warm-mix rejuvenator regenerate aged asphalt by physical action, and A_S=O and A_C-H values are more reasonable than the A_C=O value for the restoration evaluation of aged asphalt. And the new bio-based warm-mix rejuvenator has a better regeneration effect on the performance and micro-morphology of aged asphalt than the commercial warm-mix rejuvenator. Full article

(This article belongs to the Special Issue Sustainable Materials and Structures Used in Pavement Engineering)

► Show Figures

Figure 1

13 pages, 3364 KiB

Open AccessArticle

Research on Performance Improvement of Emulsified Asphalt Mixture Based on Innovative Forming Process

by Ke Xiao, Xin Qu, Yong Jiang, Wenyang Yun, Pengfei Zheng and Weicheng Li

Materials 2024, 17(6), 1430; https://doi.org/10.3390/ma17061430 - 21 Mar 2024

Viewed by 1091

Abstract

Bulk density and porosity have great influence on the technical performance of an emulsified asphalt mixture, so in order to enhance the strength of the asphalt mixture, bulk density should be improved and porosity should be reduced. Considering the forming process of the emulsified asphalt mixture, the decrease in porosity can ensure the state of the mixture. In order to reduce the porosity of the emulsified asphalt mixture, an innovative forming process is proposed to improve the performance of the emulsified asphalt mixture, and its strength formation mechanism is explored in this paper. Three groups of emulsified asphalt mixtures (ARC-8 + SBR, SMA-5 + EVA, SMA-5 + SBR) were prepared by a conventional mixing process and novel mixing process. Marshall test of the emulsified asphalt mixture, CT scanning test of the emulsified asphalt mixture, workability test and analysis were manufactured and tested. The results show that, compared with conventional methods, the innovative forming method can increase the bulk density of the mixture and reduce the porosity, and thus improve its technical performance. The reason is that most of the water in the mixture of the innovative forming method sticks to the outer surface of the fine aggregate, and the water is more easily discharged. Secondly, the fine aggregate of the innovative forming method is directly mixed with the emulsion, and the volume is smaller. The emulsion wraps the fine aggregate in it due to the surface tension, which enhances the adhesion effect, thus improving the strength of the mixture. Full article

(This article belongs to the Special Issue Sustainable Materials and Structures Used in Pavement Engineering)

► Show Figures

Figure 1

20 pages, 6440 KiB

Open AccessArticle

A Molecular Dynamics Analysis of the Thickness and Adhesion Characteristics of the Quasi-Liquid Layer at the Asphalt–Ice Interface

by Yunhao Jiao, Yujin Yao, Heping Qiu, Huaxin Chen and Yongchang Wu

Materials 2024, 17(6), 1375; https://doi.org/10.3390/ma17061375 - 17 Mar 2024

Cited by 1 | Viewed by 1207

Abstract

The quasi-liquid layer (QLL), a microstructure located between ice and an adhering substrate, is critical in generating capillary pressure, which in turn influences ice adhesion behavior. This study employed molecular dynamics (MD) methods to obtain QLL thickness and utilized these measurements to estimate the adhesive strength between ice and asphalt. The research involved constructing an ice–QLL–asphalt MD model, encompassing four asphalt types and five temperature ranges from 250 K to 270 K. The QLL thickness was determined for various asphalts and temperatures using the tetrahedral order parameter gradient. Additionally, capillary pressure was calculated based on the QLL thickness and other geometric parameters obtained from the MD analysis. These findings were then compared with ice adhesion strength data acquired from pull-off tests. The results indicate that QLL thickness varies with different asphalt types and increases with temperature. At a constant temperature, the QLL thickness decreases in the order of the basal plane, primary prism plane, and secondary prism plane. Furthermore, the adhesion strength of the QLL diminishes as the temperature rises, attributed to the disruption of hydrogen bonds at lower temperatures. The greater the polarity of the asphalt’s interface molecules, the stronger the adhesion strength and binding free energy. The MD simulations of the asphalt–ice interface offer insights into the atomic-scale adhesive properties of this interface, contributing to the enhancement in QLL property prediction and calibration at larger scales. Full article

(This article belongs to the Special Issue Sustainable Materials and Structures Used in Pavement Engineering)

► Show Figures

Figure 1

19 pages, 6092 KiB

Open AccessArticle

Investigation of Preparation and Shrinkage Characteristics of Multi-Source Solid Waste-Based Cementitious Materials

by Xu Wu, Bo Li, Dingbang Wei, Fucheng Guo and Haidong Ji

Materials 2023, 16(24), 7522; https://doi.org/10.3390/ma16247522 - 6 Dec 2023

Cited by 5 | Viewed by 1363

Abstract

Cement-stabilized macadam (CEM-SM) base layers on highways are prone to early shrinkage cracking in extremely cold and arid regions, mainly caused by the large drying shrinkage of traditional cement-stabilized base materials. A multi-component solid waste cementitious material (SWCM) was designed based on the response surface method. The synergistic reaction mechanism of SWCM was analyzed using X-ray diffractometer (XRD), Fourier transform infrared spectroscopy (FT-IR) and thermogravimetric analysis (TG). A shrinkage testing system was developed to evaluate the anti-cracking characteristics of stable macadam using multiple solid waste cementitious materials (SWCM-SM), and the strength growth law and frost resistance were analyzed. The results show that the Box–Behnken response surface model was used to obtain the optimal parameter combination for SWCM, including 60% slag, 30% steel slag, and 10% desulfurization gypsum. The compressive strength and flexural strength of SWCM-SM were 24.1% and 26.7% higher than those of CEM-SM after curing 180 days. The frost resistance of SWCM-SM was basically equivalent to that of CEM-SM, and the dry shrinkage strain of SWCM-SM was reduced by 30.7% compared to CEM-SM. It can be concluded that steel slag and desulfurization gypsum stimulate the hydration reaction of slag, thereby improving the bonding strength. Compared to CEM-SM, SWCM-SM exhibits slower hydration reaction and longer hydration duration, exhibiting characteristics of low early strength and high later strength. The early microstrain of the semi-rigid base layer is mainly caused by the occurrence of early water loss shrinkage, and the water loss rate of SWCM-SM is lower than that of CEM-SM. This study concludes that SWCM has good early crack resistance performance for stabilized crushed stones. Full article

(This article belongs to the Special Issue Sustainable Materials and Structures Used in Pavement Engineering)

► Show Figures

Figure 1

14 pages, 2122 KiB

Open AccessArticle

Effect of Sasobit/Waste Cooking Oil Composite on the Physical, Rheological, and Aging Properties of Styrene–Butadiene Rubber (SBR)-Modified Bitumen Binders

by Xiongfei Zhao, Zhen Lu, Hengyu Su, Qiaoli Le, Bo Zhang and Wentong Wang

Materials 2023, 16(23), 7368; https://doi.org/10.3390/ma16237368 - 27 Nov 2023

Cited by 1 | Viewed by 1053

Abstract

The modifying effects of polymer on bitumen low-temperature performance are substantially compromised by the thermal breakdown of styrene–butadiene rubber (SBR) polymer during bitumen mixture production operations. The efficacy of the utilization of Sasobit/waste cooking oil (Sasobit/WCO) as a warm-mix additive has been demonstrated in mitigating the adverse consequences of thermal aging on SBR-modified bitumen binder (SB) while preserving the binder’s original performance characteristics. However, few studies have been conducted to further investigate the rheological properties and aging resistance of SB modified with Sasobit/WCO compounds. In this work, three additives—Sasobit, WCO, and Sasobit/WCO composite—were selected, and their effects on the physical and rheological characteristics of SB as well as the temperatures at which the mixtures were prepared were assessed. In addition, by using dynamic shear rheometers (DSR) and bending beam rheometers (BBR), the effects of this innovative warm-mix addition on the performance grade (PG) and aging resistances of SB were evaluated. According to the results, Sasobit/WCO composites outperform Sasobit and WCO in lowering the mixture preparation temperature. Sasobit/WCO also improves both the high- and low-temperature performance of SB simultaneously. Compared to hot-mix asphalt mixtures, the addition of Sasobit/WCO reduces the preparation temperature of the bitumen mixtures by 19 °C, which in turn helps to minimize the negative effects of temperature aging on the functioning of the SB. Additionally, the Sasobit/WCO composite addition can improve the SB mixture’s resistance to thermal cracking. After the introduction of Sasobit/WCO, the high-temperature PG of SB was raised by two levels, regardless of whether the warm-mix impact was taken into account. With the addition of Sasobit/WCO, SB’s resilience to short-term aging was enhanced. Full article

(This article belongs to the Special Issue Sustainable Materials and Structures Used in Pavement Engineering)

► Show Figures

Figure 1

20 pages, 8849 KiB

Open AccessArticle

Novel Calculation Method for the Shear Capacity of a UHPC Beam with and without Web Reinforcement

by Chuansong Gao, Hui Jiang, Gaozhan Zhang, Liang Chen and Yuqing Hu

Materials 2023, 16(21), 6915; https://doi.org/10.3390/ma16216915 - 27 Oct 2023

Viewed by 1121

Abstract

To accurately predict the shear-bearing capacity of UHPC beams, it is crucial to quantify the shear contribution of the fiber bridging effect and UHPC compression zone. Nevertheless, it should be noted that the shear contribution of UHPC in the compression zone is not fully considered in most existing calculation methods, and the probability distribution of fibers within the matrix is also not taken into full account, which reduces the calculation accuracy of the shear bearing capacity of UHPC beams. In this paper, a UHPC beam shear test database containing 247 samples was created, and the influencing factors on the shear capacity of UHPC beams, such as the shear span ratio, the web reinforcement ratio, and the volume fraction of steel fiber, were analyzed. It was found that the ratio of cracking load to ultimate load ranges from 0.2 to 0.6, and the failure in the compression zone of UHPC beams can be divided into diagonal tension failure and shear compression failure. Based on the failure mechanism of the compression zone, considering the contribution of fiber micro tensile strength, a formula for calculating the shear-bearing capacity of UHPC beams with and without web reinforcement was proposed. Verified by experimental data, the proposed formula accurately predicts the shear-bearing capacity of UHPC beams. In comparison with other shear capacity formulas in current design codes, the proposed formula in this paper provides a higher prediction accuracy. Full article

(This article belongs to the Special Issue Sustainable Materials and Structures Used in Pavement Engineering)

► Show Figures

Figure 1

18 pages, 6597 KiB

Open AccessFeature PaperArticle

Research on Fracture Behavior of Fiber–Asphalt Mixtures Using Digital Image Correlation Technology

by Bo Li, Yangyang Zhou, Aihong Kang, Keke Lou and Qianli Gu

Materials 2023, 16(21), 6825; https://doi.org/10.3390/ma16216825 - 24 Oct 2023

Cited by 4 | Viewed by 1130

Abstract

Many researchers use fiber to improve the cracking resistance of asphalt mixtures, but research concerning the effects of fiber on fracture behavior is limited. The fracture behavior of asphalt mixtures with various fiber types (basalt fiber, glass fiber, and polyester fiber) and contents (0.1%, 0.2%, 0.3%, 0.4%, and 0.5%) has been studied using the indirect tensile asphalt cracking test (IDEAL-CT) in conjunction with digital image correlation (DIC) technology. The evaluation indexes used in the test included crack initiation energy (G_if), crack energy (G_f), splitting tensile strength (R_T), cracking tolerance index (CT_index), and the real-time tensile strain (E_xx) obtained using digital image correlation technology. The results showed that despite the fiber type, the increase of fiber content resulted in first, an increase, and then, a decrease of the cracking resistance of asphalt mixtures, indicating the presence of optimum fiber content—specifically, 0.4%, 0.3%, and 0.3% for basalt fiber, glass fiber, and polyester fiber, respectively. The development of real-time tensile strain, obtained based on digital image correlation technology, could be divided into two stages: slow-growth stage and rapid-expansion stage. In addition, asphalt mixture with basalt fiber presented the best cracking resistance at both the slow-growth and rapid-expansion stages. This research is helpful in understanding the effects of fiber type and content on the fracture behavior of asphalt mixtures and has certain reference significance for the application of fiber in asphalt mixtures. Full article

(This article belongs to the Special Issue Sustainable Materials and Structures Used in Pavement Engineering)

► Show Figures

Journal Menu

Journal Browser

Sustainable Materials and Structures Used in Pavement Engineering

Share This Special Issue

Special Issue Editors

Special Issue Information

Keywords

Benefits of Publishing in a Special Issue

Related Special Issue

Published Papers (11 papers)

Research

Further Information

Guidelines

MDPI Initiatives

Follow MDPI