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Experimental Study on Gilsonite-modified Asphalt

机译:胃仙矿改性沥青的实验研究

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This paper presents an experimental study on investigating the properties of Alaskan asphalt binder modified with different percentages of gilsonite over a wide range of climatic conditions by addressing the performance grade (PG) of gilsonite-modified binders according to Superpave specifications. The base asphalt used in this study was the neat asphalt with PG 52-28, and 5 different percentages of gilsonite (0, 3%, 6%, 9%, and 12% of total binder content) were introduced. With the increase of gilsonite content from 0% to 12%, the PG high temperature increased from 52°C to 70°C. However, the PG low temperature also increased from -28°C to -22°C. The results indicated that the addition of gilsonite tends to improve the rutting resistance of asphalt binders, however, increases the tendency for fatigue cracking and low temperature cracking. Adding low content of gilsonite (i.e. 3% within the scope of this study), the modified binder presents improved rutting resistance without any compromise of resistance to low temperature cracking.
机译:本文介绍了通过根据超级胶质矿床改性的胃仙矿改性粘合剂的性能等级(PG)在广泛的气候条件下用不同百分比用不同百分比的胃仙矿百分比调节的阿拉斯加沥青粘合剂的性质进行实验研究。本研究中使用的碱基沥青是纯沥青的PG 52-28,并引入了5种不同百分比的胃仙矿(0,3%,6%,9%和12%的总粘合剂含量)。随着胃仙矿含量的增加,从0%达到12%,PG高温从52℃增加到70℃。然而,PG低温也从-28°C增加到-22℃。结果表明,添加胃仙矿倾向于改善沥青粘合剂的车辙抗性,然而,增加疲劳裂化和低温裂化的趋势。添加低含量的胃仙矿(即,在本研究范围内3%),改性粘合剂呈现出改善的车辙电阻,而不会对低温开裂的任何抗性造成任何折衷。

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