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再生塑料双掺改性沥青路面协同增效机制及工程验证

陈薇

江西建材Issue(1):56-59,4.
江西建材Issue(1):56-59,4.

再生塑料双掺改性沥青路面协同增效机制及工程验证

The Synergistic Enhancement Mechanism and Engineering Verification of Recycled Plastic Double-blending Modified Asphalt Pavement

陈薇1

作者信息

  • 1. 昭通市高速公路建设办公室,云南 昭通 657000
  • 折叠

摘要

Abstract

In response to the demands of plastic pollution control and low-carbon transformation of road engineering,this paper proposes a dual-blending modified asphalt technology of thermoplastic/thermosetting recycled plastics.The mix ratio was optimized through the L9(34)orthogonal test.The optimal parameters were determined based on indicators such as Marshall stability,rutting stability and freeze-thaw splitting strength ratio,and an environmental benefit evaluation method was proposed.Meanwhile,a 2500-meter test road was paved to verify the long-term performance.The results show that 25%LDPE+60%epoxy resin particles(mixed at 170℃,5.4%oil-to-stone ratio)make the rutting stability of the mixture reach5 680 times/mm(99.3%higher than the conventional),and the freeze-thaw splitting strength ratio is89.2%.During the10-month service period,the rutting depth was only3.2 mm,and the lateral crack rate decreased by64.9%.The carbon emissions per kilometer are 87.5tCO2e,with a reduction of 6.8%.This technology achieves a coordinated improvement in road performance and environmental benefits.

关键词

再生塑料/双掺改性/正交优化/路用性能/环境效益

Key words

Recycled plastic/Double-admixture modification/Orthogonal optimization/Road performance/Environmental benefits

分类

交通工程

引用本文复制引用

陈薇..再生塑料双掺改性沥青路面协同增效机制及工程验证[J].江西建材,2026,(1):56-59,4.

江西建材

1006-2890

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