Šrámek Juraj, Kozel Matúš, Remek Luboš, Mikolaj Ján
Department of Construction Management, Faculty of Civil Engineering, University of Zilina, Univerzitna 8215/1, 01026 Zilina, Slovakia.
Materials (Basel). 2023 Apr 7;16(8):2942. doi: 10.3390/ma16082942.
The study presented in this paper investigates the application of asphalt bitumen modification using a fast-reacting SBS polymer at a low modifier percentage. The hypothesis is that a fast-reacting styrene-butadiene-styrene (SBS) polymer that composes only 2% to 3% of the weight of the bitumen modification could extend the life of the pavement surfacing and pavement performance at relatively low input costs, increasing the net present value produced by the pavement during its life cycle. To confirm or refute this hypothesis, two types of road bitumens CA 35/50 and 50/70 were modified with low amounts of fast-reacting SBS polymer with the expectation of attaining properties similar to a 10/40-65 modified bitumen. For each type of unmodified bitumen, bitumen modification and comparative 10/40-65 modified bitumen, the following tests were conducted: needle penetration, softening point-ring and ball test method, and ductility test. The second part of the article focuses on a comparison of asphalt mixtures with different compositions of coarse-grain curves. For each mixture, complex modulus with varying temperatures and fatigue resistances are represented by the Wöhler diagram and compared. Based on in labo testing, the impact of the modification on pavement performance is evaluated. Life cycle changes for each type of modified and unmodified mixtures are quantified as road user costs, and attained benefits are compared with increased construction costs.
本文所展示的研究探讨了在低改性剂百分比下使用快速反应型SBS聚合物对沥青进行改性的应用。假设是,仅占沥青改性重量2%至3%的快速反应型苯乙烯-丁二烯-苯乙烯(SBS)聚合物能够以相对较低的投入成本延长路面表层的使用寿命和路面性能,增加路面在其生命周期内产生的净现值。为了证实或反驳这一假设,对两种道路沥青CA 35/50和50/70用少量快速反应型SBS聚合物进行改性,期望获得与10/40 - 65改性沥青相似的性能。对于每种未改性沥青、改性沥青以及对比的10/40 - 65改性沥青,进行了以下测试:针入度、软化点 - 环球法以及延度试验。文章的第二部分着重于对具有不同粗集料级配曲线组成的沥青混合料进行比较。对于每种混合料,通过沃勒图表示不同温度下的复数模量和疲劳抗性并进行比较。基于实验室测试,评估改性对路面性能的影响。将每种改性和未改性混合料的生命周期变化量化为道路使用者成本,并将获得的效益与增加的建设成本进行比较。