The Influence of Aggregate and Binder Type on the Fundamental Engineering Properties of Stone Mastic Asphalt and Coarse Matrix High Binder Mixtures

机译：骨料和粘结剂类型对石乳胶沥青和粗基高粘结剂混合物基础工程性能的影响

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A laboratory study was initiated to evaluate the performance of stone mastic asphalt, SMA, and coarse matrix high binder, CMHB, using locally available materials, as compared to a conventional Louisiana DOTD Type 8F wearing course.

机译：与传统的路易斯安那DOTD 8F型磨损过程相比，开始了一项实验室研究，以使用当地可得的材料评估石乳香沥青，SMA和粗基质高粘合剂CMHB的性能。

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《International conference on road and airfield pavement technology;3rdICPT'98》|1997年|p.28-36|共9页
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Louay N.Mahammad; Ph.D; Zheng Z.Tan; P.E;
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1. Experimental investigation of the influence of Nano TiO_2 on Theological properties of binders and performance of stone matrix asphalt mixtures containing steel slag aggregate [J] . Ameli Alireza, Pakshir Amir Hossein, Babagoli Rezvan, Construction and Building Materials . 2020,第Deca30期

机译：纳米TiO_2对粘合剂粘合剂神学性质影响的实验研究及含钢渣聚集体的石质沥青混合物的性能
2. Linear viscoelastic properties of warm-mix recycled asphalt binder, mastic, and fine aggregate matrix under different aging levels [J] . Li Qiang, Li Guofen, Ma Xiang, Construction and Building Materials . 2018,第DECa20期

机译：不同老化水平下的热拌再生沥青粘合剂，乳香和细骨料基体的线性粘弹性
3. Binder influence type on deformation resistance of stone mastic asphalt [J] . K. M. Lum, N. I. Hassabo Proceedings of the Institution of Civil Engineers. Structures and Buildings . 2003,第1期

机译：粘结剂对石乳胶沥青抗变形性能的影响
4. The Influence of Aggregate and Binder Type on the Fundamental Engineering Properties of Stone Mastic Asphalt and Coarse Matrix High Binder Mixtures [C] . Louay N.Mahammad, Ph.D, Zheng Z.Tan, International conference on road and airfield pavement technology . 1997

机译：骨料和粘合剂型对石棉沥青和粗矩阵高粘合剂混合物基础工程性质的影响
5. Capturing Aggregate and Binder Interaction Effects on Aging via Mixture Testing for Single Aggregate Source Asphalt Mixtures [D] . Hansen, Bradley. 2017

机译：通过单一骨料源沥青混合料的混合物测试，捕获骨料和粘合剂的相互作用对老化的影响
6. Effect of Addition of Rubber Granulate and Type of Modified Binder on the Viscoelastic Properties of Stone Mastic Asphalt Reducing Tire/Road Noise (SMA LA) [O] . Wladyslaw Gardziejczyk, Andrzej Plewa, Raman Pakholak 2020

机译：橡胶颗粒的效果及改性粘合剂型对石咀嚼沥青降低轮胎/道路噪声（SMALA）的粘弹性特性
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. A Laboratory Evaluation of the Influence of Crushed Stone,Aggregate Top Size and Binder Type on AETM Properties. [R] . saxton,bradley v. 1978

机译：碎石，骨料顶部尺寸和粘结剂类型对aETm性能影响的实验室评价。

The Influence of Aggregate and Binder Type on the Fundamental Engineering Properties of Stone Mastic Asphalt and Coarse Matrix High Binder Mixtures

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