Performance evaluation of a high durability asphalt binder and a high durability asphalt mixture for bridge deck pavements

Park, Hee Mun; Choi, Ji Young; Lee, Hyun Jong; Hwang, Eui Yoon

doi:10.1016/j.conbuildmat.2008.01.001

Cited by 60 publications

(22 citation statements)

References 2 publications

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“…Due to the comprehensive action of vehicle loads, bridge vibrations and severe weather conditions, the deformation and mechanics characteristics of steel bridge deck pavements are more complicated and abominable than those in general pavement structure, resulting in a higher requirement of deck-paving materials for the resistance to permanent deformation, fatigue and thermal cracking, moisture-induced damage and slippage (Huang, 2007;Jacobs, 1995;Lu, 2000;Nishizawa, Himeno, Uchida, Nomura, & Higashi, 2004;Park, Choi, Lee, & Hwang, 2009;Zhang, Ye, & Yuan, 2013). Extensive efforts have been made on the research of deck-paving materials for steel bridges over the last decades (Bocci, Graziani, & Canestrari, 2015;Günther, Bild, & Sedlacek, 1987;Medani, Scarpas, Kolstein, & Molenaar, 2002;Metcalf, 1967;Olard, Heritier, Loup, & Krafft, 2005;Widyatmoko, Elliott, & Read, 2005).…”

Section: Introductionmentioning

confidence: 97%

Performance research of high-viscosity asphalt mixture as deck-paving materials for steel bridges

Liu

Ren

et al. 2016

Road Materials and Pavement Design

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This paper describes the performance tests for a high-viscosity asphalt mixture (HVAM) mixed with a newly developed high-viscosity asphalt (HVA) used for steel bridge deck pavement. Binder test results showed that the resistance to high-temperature rutting and low-temperature cracking of the HVA increased significantly compared to that of traditional asphalt binder and styrene-butadiene-styrene (SBS)-modified asphalt binder. Then stone mastic asphalt with this HVA was designed by Marshall Method and its engineering properties were investigated, and test results showed that HVAM has better fatigue performance and resistance against damage induced by temperature and moisture than that mixed with SBSmodified asphalt. Furthermore, dynamic modulus tests were performed on the HVAM and then master curves of the dynamic modulus and phase angle were constructed based on test results, which can be used for structure design of bridge deck paving. Application results proved the applicability of the HVAM as deck-paving materials for steel bridges.

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Section: Introductionmentioning

confidence: 97%

Performance research of high-viscosity asphalt mixture as deck-paving materials for steel bridges

Liu

Ren

et al. 2016

Road Materials and Pavement Design

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“…As an important part of bridge, the durability of bridge deck pavement is always a hot topic in the field of transportation infrastructure engineering (Wang and Liu, 2013;Sun and Chen, 2014;Geng et al, 2016;Qian et al, 2016;Hee et al, 2017;Zhang et al, 2018). At present, most of the bridge deck pavement materials are hot-mixed asphalt concretes.…”

Section: Introductionmentioning

confidence: 99%

An Indoor Laboratory Simulation and Evaluation on the Aging Resistance of Polyether Polyurethane Concrete for Bridge Deck Pavement

Meng

Zhang

et al. 2020

Front. Mater.

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Polyether polyurethane concrete (PPC) is a new engineering material used for bridge deck pavement. In this article, the aging resistance performance of PPC for long-term service is evaluated. Based on the actual climate and environment conditions of bridge deck pavement, the indoor laboratory simulation considering various environmental factors was first proposed, and then the indoor accelerated aging tests of PPC were carried out. Finally, the Cantabro test, the low-temperature bending beam test, the rutting test, the splitting test under freeze-thaw cycle, and four-point bending fatigue test were conducted on the aged PPC specimens. The performances of anti-loose, resistance to permanent deformation, low temperature, water stability, and fatigue resistance were evaluated and compared with styreneic block copolymers (SBS) modified asphalt mixture (SBSM). Test results showed that PPC had good anti-aging performance, and the road performance of PPC after aging was still better than that of non-aging SBSM, which can be used for the long-term service as a bridge deck pavement material.

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“…Water then invades the road surface, and the dynamic water pressure causes the mixture to become loose [10]. Therefore, the durability problem of the crumb rubber-asphalt mixture can be attributed to the lack of adhesion between the asphalt and various aggregates, especially crumb rubber, and the water instability [11]. Thus, related research into crumb rubber-asphalt pavement mainly aims at improving the performance and optimization of material composition [12][13][14][15].…”

Section: Introductionmentioning

confidence: 99%

Durability Evaluation Study for Crumb Rubber–Asphalt Pavement

Wang

Fan

et al. 2019

Applied Sciences

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In this study, the failure mechanism of crumb rubber–asphalt pavement was analyzed under the combined effects of low temperature, water, and traffic load. The investigation was carried out based on the mechanical and deformational properties of crumb rubber–asphalt mixture and the typical environmental and load conditions such pavement is typically exposed to. A method was proposed for objective evaluation of the interfacial adhesion between rubber crumbs and asphalt through consideration of the effects of the characteristics of the materials and the working environment. The main evaluation method used herein included the indirect tensile strength test under freeze–thaw–boiling cycle, and the Cántabro abrasion test under water-immersion was adopted as an auxiliary method. The evaluation system has the advantages of simple implementation, realistic simulation of the actual working state of the mixture, and reliable results. Moreover, it is a durability evaluation method that can be specifically applied to asphalt mixtures with some special aggregates or stone mastic asphalt (SMA) mixtures.

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Performance evaluation of a high durability asphalt binder and a high durability asphalt mixture for bridge deck pavements

Cited by 60 publications

References 2 publications

Performance research of high-viscosity asphalt mixture as deck-paving materials for steel bridges

Performance research of high-viscosity asphalt mixture as deck-paving materials for steel bridges

An Indoor Laboratory Simulation and Evaluation on the Aging Resistance of Polyether Polyurethane Concrete for Bridge Deck Pavement

Durability Evaluation Study for Crumb Rubber–Asphalt Pavement

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