Experimental Studies on Properties of Sulfur Modified Binder With Aging

K. Priyadarsini, Jhunarani Ojha
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引用次数: 4

Abstract

The bituminous pavement failure occurs due to excessive traffic loads and different climatic conditions. To protect the pavement failure one of the measure is to enhance the properties of bitumen and its quality and it may achieved by modification of the bitumen. In this research work, sulfur is used as modifier due to it’s readily availability in local market with less cost. The huge production of sulfur from petrochemical as well as gas, oil refining industries in our country with less utilization should be the main encouraging source for using it as modifier. The addition of sulfur with bitumen can improve the characteristics as well as physical properties of bitumen. Inside the research, sulfur is being mixed with virgin bitumen (1 to 9% with increasing 1% by total weight of binder) at a specified mixing time and temperature. The aging effect of virgin and SMB is also discussed through carrying out “Rolling thin-film oven (RTFO) and Pressure aging vessel (PAV) tests”. The outcome of the present investigations represents that the bitumen binder becomes harder after modification with sulfur producing appropriate results as per provision of code but the aging of modified binder not becoming much harder as compared with virgin bitumen and it also satisfying the guidelines.
硫改性粘结剂老化性能的试验研究
过大的交通荷载和不同的气候条件是沥青路面破坏的主要原因。防止路面破坏的措施之一是提高沥青的性能和质量,这可以通过对沥青进行改性来实现。在本研究中,使用硫作为改性剂,因为它在当地市场上易得且成本较低。我国石油化工和天然气、炼油行业硫的产量巨大,利用率低,应成为鼓励硫作为改性剂的主要来源。在沥青中添加硫可以改善沥青的特性和物理性能。在研究过程中,在特定的混合时间和温度下,将硫与原生沥青(按粘合剂总重量增加1%)混合在一起。通过“滚动薄膜烘箱(RTFO)和压力老化容器(PAV)试验”,探讨了纯钢和SMB的老化效果。本研究结果表明,沥青粘结剂经硫改性后变硬,符合规范规定,但改性后的粘结剂与原始沥青相比硬度没有明显变化,也符合规范要求。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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