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Relating Dynamic Shear Modulus (G*) of Performance Grade (PG) Asphalt Binders to Nanoindentation Stiffness (E).

机译：将性能等级（pG）沥青粘合剂的动态剪切模量（G *）与纳米压痕刚度（E）相关联。

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作者
Fisal, H. M.; Tarefder, U. A. A.; Mannan, U. A.;
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年度 2015
页码 1-31
总页数 31
原文格式 PDF
正文语种 eng
中图分类
关键词
Asphalt binders; Dynamic Shear Modules; Nanoindentation tests; Stiffness; Shear loads; Liquid asphalt; Aggregates(Construction Material); Rheometers;

机译：沥青粘合剂;动态剪切模块;纳米压痕测试;刚度;剪切载荷;液体沥青;聚合物（建筑材料）;流变仪;

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1. Correlation of Flow Number with Stiffness Obtained from Dynamic Shear Rheometer Testing of Extracted Binder from Asphalt Concrete Containing Recycled Asphalt Pavement [J] . Alex K. Apeagyei, Stacey D. Diefenderfer Journal of testing and evaluation . 2012,第4期

机译：从动态剪切流变仪测试含再生沥青路面的沥青混凝土中提取的粘结剂获得的流量与刚度的相关性
2. Relating tensile, bending, and shear test data of asphalt binders to pavement performance [J] . J. -S. Chen, C. -J. Tsai Journal of Materials Engineering and Performance . 1998,第6期

机译：将沥青粘合剂的拉伸，弯曲和剪切测试数据与路面性能相关
3. Improved models for the prediction of asphalt binder dynamic shear modulus and phase angle [J] . Onifade Ibrahim, Birgisson Bjorn Construction and Building Materials . 2020,第Jul30期

机译：改进了沥青粘合剂动态剪切模量和相位角的预测模型
4. Effect of Binder Performance Grade on the Dynamic Modulus Mastercurves of SP Ⅲ Superpave Mixes in New Mexico [C] . ASM Asifur Rahman, Rafiqul A Tarefder International conference on sustainable infrastructure . 2014

机译：粘合剂性能等级对新墨西哥州SPⅢSuperpave混合料的动态模量主曲线的影响
5. Novel Parametric Approach to Characterize Crumb Rubber Modified Asphalt Binder Performance Based on Parallel Plate Dynamic Shear Rheometry [D] . Jamrah, Anas Ahmad. 2018

机译：基于平行板动态剪切流变学的表征碎胶改性沥青结合料性能的新参数方法
6. Performance-Guided Design of Permeable Asphalt Concrete with Modified Asphalt Binder Using Crumb Rubber and SBS Modifier for Sponge Cities [O] . Wentong Huang, Xiao Liu, Shaowei Zhang, 2021

机译：用Crumb橡胶和SBS调节剂用Crumb橡胶和SBS调节剂使用Crumbified沥青混凝土的性能导向设计
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

Relating Dynamic Shear Modulus (G*) of Performance Grade (PG) Asphalt Binders to Nanoindentation Stiffness (E).

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