高溫車轍試驗(yàn)、 <img src="/qkimages/b348/b348202502/b34820250226-2-l.jpg" with="52px" style="vertical-align: middle;"> 小梁彎曲試驗(yàn)以及浸水馬歇爾試驗(yàn)與凍融劈裂試驗(yàn),系統(tǒng)評價(jià)了不同粉煤灰-礦粉比例的瀝青混合料路用性能。結(jié)果表明:摻入粉煤灰可改善瀝青混合料的高溫性能與水穩(wěn)定性,存在最佳摻量區(qū)間,且不同性能最佳摻量區(qū)間存在差異;粉煤灰會對瀝青混合料低溫性能產(chǎn)生不利影響,且摻量越大影響越顯著;老化程度越大,瀝青混合料各路用性能均顯著降低。采用粉煤灰進(jìn)行瀝青混合料性能改善時(shí),粉煤灰摻量應(yīng)結(jié)合各路用性能進(jìn)行綜合確定。研究成果為粉煤灰在瀝青路面的應(yīng)用提供參考。-龍?jiān)雌诳W(wǎng)" />

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不同老化條件下粉煤灰瀝青混合料路用性能評價(jià)

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關(guān)鍵詞:道路工程;瀝青混合料;粉煤灰;老化;路用性能

中圖分類號:U415 文獻(xiàn)標(biāo)志碼:A 文章編號:1005-8249(2025)02-0156-05

DOI:10.19860/j.cnki.issn1005-8249.2025.02.026

Abstract:Inordertostudytheinfluenceofflyashontheperformanceofasphalt mixtureunderdiferentagingconditions,four blendingratios wereformulatedby partiallreplacing mineral powder withflyash,andthree agingconditions were designed. The high temperature rutting test at ,the beam bending test at ,the immersion Marshall test and the freeze-thaw spliting estwereusedtosystematicallevaluatetheroad performanceof asphaltmixture with diferentflyash-slagratio.The resultsshowthat thehigh temperature performance and waterstabilityof asphalt mixturecanbeimprovedbypartiallading fly ash.There isanoptimaldosagerange,andtherearediferences intheoptimaldosagerangeofdiferent properties.Flyashwil haveanadverseefectonthelowtemperatureperformanceof asphaltmixture,andthegreaterthecontent,themoresignificant the fect.The greaterthedegreeof aging,theroad performanceof asphalt mixtureissignificantlyreduced.Whenusingflyash to improve theperformanceofasphaltmixture,thecontentoflyashshouldbedeterminedcomprehensivelyacording totheroad performance.The research findings provide a reference for the application of flyash in asphalt pavement.

Key words: road engineering; asphalt mixture; fly ash; aging; road performance

0 引言

瀝青路面以其良好的行車舒適性、養(yǎng)護(hù)便利性及噪音小等優(yōu)點(diǎn),逐漸成為了高等級公路的首選路面形式[1]。(剩余5173字)

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