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The study of high temperature performance of asphalt modified by Trinidad Lake Asphalt

机译:特立尼达湖沥青改性沥青高温性能研究

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In this paper, the relationships between the high temperature performance of two different kinds of asphalt modified by Trinidad Lake Asphalt and the different amounts of the Trinidad Lake Asphalt were investigated, The results showed that: Trinidad Lake Asphalt could increase the-softening points of the modified asphalts, reduce penetration and enhance the viscosity. However, the variation trends of each index in two modified asphalts were different; among the high-temperature dynamic rheological performance indexes, complex modulus became larger, phase angle became smaller, and rut factor increased. These results indicated that Trinidad Lake Asphalt can effectively improve the high temperature stability and the modified asphalt had higher resistance stability to rutting. The complex modulus of modified asphalt with different amount of the Trinidad Lake Asphalt had the similar variation trends with frequency, The asphalt modified by Trinidad Lake Asphalt should be delayed elastic body, and its sensitivity to the frequency had no obvious improvement.
机译:在本文中,两种不同的沥青由特立尼达湖沥青改性以及不同量的特立尼达湖沥青的高温性能之间的关系进行了研究,结果表明:特立尼达湖沥青可提高的的软化点改性沥青,减少渗透和提高粘度。然而,每个指数的两种改性沥青的变化趋势是不同;高温动态流变性能​​指标之间,复数模量变得更大,相位角变得更小,和车辙因子增加。这些结果表明,特立尼达湖沥青可以有效地改善高温稳定性和改性沥青具有更高的电阻稳定性车辙。与不同量的特立尼达湖沥青的改性沥青的复数模量具有相似的变化趋势与频率,由特立尼达湖沥青改性的沥青应延迟弹性体,以及它与频率灵敏度无明显改进。

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