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Physico-chemo-rheological characterization of neat and polymer-modified asphalt binders

机译:纯净和聚合物改性沥青粘合剂的理化流变特性

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The physico-chemo-rheological properties of asphalt binder are critical for the long-term performance of asphalt pavement infrastructures. The objectives of this study are to characterize the physico-rheological properties of unmodified neat and polymer-modified asphalt binders with newly developed rheological performance tests, and further investigate the binder chemical properties as well as the possible performance relationship from macroscale to microscale perspective. Three neat asphalt binders and two styrene-butadiene-styrene (SBS) modified asphalt binders are selected in this study. The physical properties of asphalt binder include traditional penetration, softening point and ductility. The saturates, aromatics, resins and asphaltenes (SARA) fractionation test, gel permeation chromatography (GPC) and fourier transform infrared spectroscopy (FTIR) tests are respectively conducted to quantify the chemical composition, molecular weight distribution and structure properties of asphalt binders. The rheological rutting and fatigue resistance are evaluated through the multiple stress creep recovery (MSCR), linear amplitude sweep (LAS) and DSR-based elastic recovery (DSR-ER) tests. Experimental results indicate that the physical properties are only effective to distinguish the rheological performance of neat asphalt binders. The lower aromatics contents improve the binder rutting resistance and an unified relationship between aromatic contents and binder rutting performance is obtained for both neat and modified binders. In addition, increasing the amount of small asphalt molecules decrease the resistance to permanent deformation respectively for neat and modified binders. However, the small asphalt molecule is favorable for improving the binder fatigue performance. The large molecular size (LMS) parameter from GPC test is demonstrated a unified correlation to the fatigue life of both neat and modified binders. (C) 2018 Elsevier Ltd. All rights reserved.
机译:沥青粘合剂的物理化学流变特性对于沥青路面基础设施的长期性能至关重要。这项研究的目的是通过新开发的流变性能测试来表征未改性的纯净和聚合物改性的沥青粘合剂的物理流变性能,并从宏观到微观的角度进一步研究粘合剂的化学性能以及可能的性能关系。在这项研究中,选择了三种纯净的沥青粘合剂和两种苯乙烯-丁二烯-苯乙烯(SBS)改性的沥青粘合剂。沥青粘合剂的物理性能包括传统的渗透性,软化点和延展性。分别进行了饱和,芳烃,树脂和沥青质(SARA)分级测试,凝胶渗透色谱(GPC)和傅立叶变换红外光谱(FTIR)测试,以量化沥青粘合剂的化学组成,分子量分布和结构特性。通过多次应力蠕变回复率(MSCR),线性幅度扫描(LAS)和基于DSR的弹性回复率(DSR-ER)测试来评估流变的车辙和抗疲劳性。实验结果表明,物理性能仅对区分纯沥青粘合剂的流变性能有效。较低的芳族化合物含量改善了粘合剂的耐车辙性,并且对于纯净的和改性的粘合剂而言,获得了芳族含量与粘合剂的车辙性能之间的统一关系。另外,增加小沥青分子的量分别降低了纯粘合剂和改性粘合剂对永久变形的抵抗力。然而,小的沥青分子有利于改善粘合剂的疲劳性能。 GPC测试表明,大分子尺寸(LMS)参数与纯粘合剂和改性粘合剂的疲劳寿命有着统一的相关性。 (C)2018 Elsevier Ltd.保留所有权利。

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