Guojing Huang , Zixuan Chen , Shuai Wang , Dongliang Hu , Jiupeng Zhang , Jianzhong Pei
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Next, the disk-shaped compact tension (DCT) and indirect tensile (IDT) tests were used to investigate the influence of different factors on the bonding failure characteristics of mixtures from the perspectives of fracture failure and water damage, respectively, and finally the correlation between the asphalt-aggregate bonding and the mixture failure characteristics was explored. The BBS test results show that crumb rubber significantly deteriorates the bond strength while SBS incorporation shows an insignificant effect on bond strength, and aggregates containing more alkaline components favor bond strength enhancement. The DCT and IDT test results reveal that SBS enhances the fracture and water damage resistance of the mixture, while crumb rubber is detrimental to it. Water causes deterioration of asphalt-aggregate adhesion and reduces the fracture resistance of the mixture. Mixtures containing anti-stripping agents and alkaline aggregates exhibit enhanced resistance to fracture failure and water damage. The fracture energy ratio is preliminarily validated as a new evaluation index for water damage resistance of asphalt mixtures. The correlation analysis shows that the pull-off tensile strength (POTS) correlates well with fracture resistance under consistent asphalt conditions, and the POTS ratio (<em>R</em><sub><em>p</em></sub>) could effectively reflect the moisture damage resistance of the mixture. This study provides valuable insights into selecting the optimal material combination for superior bonding performance in engineering practice and enhancing pavement durability.</p></div>","PeriodicalId":288,"journal":{"name":"Construction and Building Materials","volume":"449 ","pages":"Article 138352"},"PeriodicalIF":8.0000,"publicationDate":"2024-10-25","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Investigation of fracture failure and water damage behavior of asphalt mixtures and their correlation with asphalt-aggregate bonding performance\",\"authors\":\"Guojing Huang , Zixuan Chen , Shuai Wang , Dongliang Hu , Jiupeng Zhang , Jianzhong Pei\",\"doi\":\"10.1016/j.conbuildmat.2024.138352\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><p>The bonding quality of the mixture is critical to the longevity and durability of the asphalt pavement. 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The BBS test results show that crumb rubber significantly deteriorates the bond strength while SBS incorporation shows an insignificant effect on bond strength, and aggregates containing more alkaline components favor bond strength enhancement. The DCT and IDT test results reveal that SBS enhances the fracture and water damage resistance of the mixture, while crumb rubber is detrimental to it. Water causes deterioration of asphalt-aggregate adhesion and reduces the fracture resistance of the mixture. Mixtures containing anti-stripping agents and alkaline aggregates exhibit enhanced resistance to fracture failure and water damage. The fracture energy ratio is preliminarily validated as a new evaluation index for water damage resistance of asphalt mixtures. The correlation analysis shows that the pull-off tensile strength (POTS) correlates well with fracture resistance under consistent asphalt conditions, and the POTS ratio (<em>R</em><sub><em>p</em></sub>) could effectively reflect the moisture damage resistance of the mixture. 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引用次数: 0
摘要
混合料的粘结质量对沥青路面的使用寿命和耐久性至关重要。本文旨在研究包括粘结剂、集料、水分和抗剥落剂在内的各种因素对沥青-集料粘结性能和混合料失效特性的影响模式和内在关系。具体来说,本文通过粘结强度(BBS)试验研究了各种因素对沥青-集料粘结强度的影响。然后,通过盘形密实拉力(DCT)和间接拉力(IDT)试验,分别从断裂失效和水破坏的角度研究了不同因素对混合料粘结失效特性的影响,最后探讨了沥青-集料粘结与混合料失效特性之间的相关性。BBS 试验结果表明,碾压橡胶会明显降低粘结强度,而 SBS 的加入对粘结强度的影响不明显,含有更多碱性成分的集料有利于提高粘结强度。DCT 和 IDT 测试结果表明,SBS 可增强混合料的抗断裂和抗水损性能,而碎屑橡胶则对其不利。水会导致沥青-集料粘附力下降,降低混合料的抗断裂性。含有抗剥离剂和碱性集料的混合料具有更强的抗断裂破坏和抗水破坏能力。初步验证了断裂能耗比可作为沥青混合料抗水害性能的新评价指标。相关分析表明,在一致的沥青条件下,拉断拉伸强度(POTS)与抗断裂性能有很好的相关性,POTS 比值(Rp)能有效反映混合料的抗水损害性能。这项研究为在工程实践中选择最佳材料组合以实现优异的粘结性能和提高路面耐久性提供了宝贵的见解。
Investigation of fracture failure and water damage behavior of asphalt mixtures and their correlation with asphalt-aggregate bonding performance
The bonding quality of the mixture is critical to the longevity and durability of the asphalt pavement. This paper aims to investigate the influence patterns and intrinsic relationships of various factors including binder, aggregate, moisture, and anti-stripping agents on asphalt-aggregate bonding performance and mixture failure characteristics. Specifically, the influence of various factors on asphalt-aggregate bonding strength was investigated through binder bonding strength (BBS) tests. Next, the disk-shaped compact tension (DCT) and indirect tensile (IDT) tests were used to investigate the influence of different factors on the bonding failure characteristics of mixtures from the perspectives of fracture failure and water damage, respectively, and finally the correlation between the asphalt-aggregate bonding and the mixture failure characteristics was explored. The BBS test results show that crumb rubber significantly deteriorates the bond strength while SBS incorporation shows an insignificant effect on bond strength, and aggregates containing more alkaline components favor bond strength enhancement. The DCT and IDT test results reveal that SBS enhances the fracture and water damage resistance of the mixture, while crumb rubber is detrimental to it. Water causes deterioration of asphalt-aggregate adhesion and reduces the fracture resistance of the mixture. Mixtures containing anti-stripping agents and alkaline aggregates exhibit enhanced resistance to fracture failure and water damage. The fracture energy ratio is preliminarily validated as a new evaluation index for water damage resistance of asphalt mixtures. The correlation analysis shows that the pull-off tensile strength (POTS) correlates well with fracture resistance under consistent asphalt conditions, and the POTS ratio (Rp) could effectively reflect the moisture damage resistance of the mixture. This study provides valuable insights into selecting the optimal material combination for superior bonding performance in engineering practice and enhancing pavement durability.
期刊介绍:
Construction and Building Materials offers an international platform for sharing innovative and original research and development in the realm of construction and building materials, along with their practical applications in new projects and repair practices. The journal publishes a diverse array of pioneering research and application papers, detailing laboratory investigations and, to a limited extent, numerical analyses or reports on full-scale projects. Multi-part papers are discouraged.
Additionally, Construction and Building Materials features comprehensive case studies and insightful review articles that contribute to new insights in the field. Our focus is on papers related to construction materials, excluding those on structural engineering, geotechnics, and unbound highway layers. Covered materials and technologies encompass cement, concrete reinforcement, bricks and mortars, additives, corrosion technology, ceramics, timber, steel, polymers, glass fibers, recycled materials, bamboo, rammed earth, non-conventional building materials, bituminous materials, and applications in railway materials.