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Performance and Reinforcement Mechanism of Modified Asphalt Binders with Nano-Particles, Whiskers, and Fibers

机译：用纳米粒子，晶须和纤维改性沥青粘合剂的性能和增强机理

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Xiangyang Xing; Jianzhong Pei; Chenchen Shen; Rui Li; Jiupeng Zhang; Jianyou Huang; Dongliang Hu;
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1. Investigating the interaction mechanism and effect of different calcium sulfate whiskers on performance of asphalt binder [J] . Fan Taotao, Wang Xiushan, Gao Yang, Construction and Building Materials . 2019,第Nova10期

机译：研究不同硫酸钙晶须的相互作用机理及对沥青结合料性能的影响
2. Laboratory Evaluation on the Performance Comparison between OGFC Asphalt Reinforcement with Fibers and Modified with Nanosilica [J] . Javad Tanzadeh, Reza Shahreza Gamasaei, Fatemeh Ramzanniya Gilani Journal of testing and evaluation . 2020,第1期

机译：纤维与纳米二氧化硅改性OGFC沥青性能比较的室内评价
3. Road Performance of Calcium Sulfate Whisker and Polyester Fiber Composite-Modified Asphalt Mixture [J] . Xiushan Wang, Bowen Dong, Junjie Wang Advances in materials science and engineering . 2020,第9期

机译：硫酸钙晶须和聚酯纤维复合材料改性沥青混合料的道路性能
4. Mechanistic Characteristics of Asphalt Binder and Asphalt Matrix Modified with Nano-fibers [C] . Mohammad J. Khattak, Ahmed Khattab, Hashim R. Rizvi Advances in geotechnical engineering . 2011

机译：纳米纤维改性沥青基料和沥青基质的力学特性
5. Investigation into Aging Mechanisms and Performance of Rubber-Modified Asphalt Binder and Mix [D] . Liang, Yanlong. 2021

机译：橡胶改性沥青粘合剂老化机理和性能及混合的研究
6. Investigation of the Effect of Induction Heating on Asphalt Binder Aging in Steel Fibers Modified Asphalt Concrete [O] . Hechuan Li, Jianying Yu, Shaopeng Wu, 2019

机译：感应加热对钢纤维改性沥青混凝土中沥青结合料老化的影响研究
7. Stone Matrix Asphalt (SMA) is a gap-graded mix that is gaining popularity worldwide. Generally, gap graded mixes are thought to be weak in fatigue resistance. In this study, cellulose fibers were pre-blended in PG64-22 binder with fiber proportions of 0.2%, 0.4%, 0.6%, 0.8% and 1.0% by weight of aggregates. The fiber-modified binder showed improved rheological properties and showed that the PG64-22 binder can be modified and raised to PG70-22 grade. The cellulose oil palm fiber (COPF) was found to improve the diameteral fatigue performance of SMA design mix. The fatigue life increased to a maximum at a fiber content of about 0.6%, whilst the tensile stress and stiffness also showed a similar trend in performance. The initial strains of the mix were lowest at a fiber content of 0.6%. [O] . Ratnasamy Muniandy, Bujang B.K. Huat 2006

机译：石基沥青（SMA）是一种间隙分级的混合物，在全球范围内越来越受欢迎。通常，间隙梯度混合料被认为抗疲劳性较弱。在这项研究中，将纤维素纤维预先掺入PG64-22粘合剂中，纤维比例为集料重量的0.2％，0.4％，0.6％，0.8％和1.0％。纤维改性的粘合剂表现出改善的流变性能，并表明PG64-22粘合剂可以被改性并提高到PG70-22级。发现纤维素油棕纤维（COPF）可以改善SMA设计混合物的直径疲劳性能。在约0.6％的纤维含量下，疲劳寿命增加到最大值，而拉伸应力和刚度也表现出相似的性能趋势。混合物的初始应变在纤维含量为0.6％时最低。
8. Validation of Applicability of Superpave (Trademark) Binder Test Protocol forPerformance Grading of Crumb Rubber Modified Asphalt Binder [R] . Tayebali, A. A., Vyas, B. B. 1997

机译：验证superpave（商标）粘合剂测试方案对胶粉改性沥青粘结剂性能分级的适用性

Performance and Reinforcement Mechanism of Modified Asphalt Binders with Nano-Particles, Whiskers, and Fibers

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