公路交通科技
公路交通科技
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JOURNAL OF HIGHWAY AND TRANSPORTATION RESEARCH AND DEVELOPMENT
2010年
5期
47-51
,共5页
道路工程%沥青混合料%剪切模量%级配设计方法%高温稳定性%车辙
道路工程%瀝青混閤料%剪切模量%級配設計方法%高溫穩定性%車轍
도로공정%력청혼합료%전절모량%급배설계방법%고온은정성%차철
road engineering%asphalt mixture%shear modulus%grading design method%high-temperature stability%rutting
通过对散体力学剪切模量公式的分析,提出以剪切模量为控制指标的沥青混合料级配设计方法,在设计步骤中充分考虑粗集料的剪切模量而不是以最小间隙率为控制指标,提高了沥青混合料的抗剪切性能,解决了沥青混合料出现高温稳定性不足易发生车辙病害的问题.新方法设计出的级配以粗集料形成抗剪骨架,细集料充分填充,最终形成骨架抗剪密实结构.通过室内试验比较分析,其高温稳定性和水稳定性优于比较级配,低温抗裂性满足规范要求,证明了以剪切模量为控制指标的级配设计方法,可以提高沥青混合料料的高温稳定性,减少高速公路车辙病害的发生.
通過對散體力學剪切模量公式的分析,提齣以剪切模量為控製指標的瀝青混閤料級配設計方法,在設計步驟中充分攷慮粗集料的剪切模量而不是以最小間隙率為控製指標,提高瞭瀝青混閤料的抗剪切性能,解決瞭瀝青混閤料齣現高溫穩定性不足易髮生車轍病害的問題.新方法設計齣的級配以粗集料形成抗剪骨架,細集料充分填充,最終形成骨架抗剪密實結構.通過室內試驗比較分析,其高溫穩定性和水穩定性優于比較級配,低溫抗裂性滿足規範要求,證明瞭以剪切模量為控製指標的級配設計方法,可以提高瀝青混閤料料的高溫穩定性,減少高速公路車轍病害的髮生.
통과대산체역학전절모량공식적분석,제출이전절모량위공제지표적력청혼합료급배설계방법,재설계보취중충분고필조집료적전절모량이불시이최소간극솔위공제지표,제고료력청혼합료적항전절성능,해결료력청혼합료출현고온은정성불족역발생차철병해적문제.신방법설계출적급배이조집료형성항전골가,세집료충분전충,최종형성골가항전밀실결구.통과실내시험비교분석,기고온은정성화수은정성우우비교급배,저온항렬성만족규범요구,증명료이전절모량위공제지표적급배설계방법,가이제고력청혼합료료적고온은정성,감소고속공로차철병해적발생.
Through the analysis of formula of Shear Modulus in particulate material mechanics,a new grading design method to improve the anti-shearing performance of asphalt mixture was put forward.Shear Modulus of coarse aggregate instead of minimum voids of mineral aggregate was fully considered in new grading design method to solve the problem of rutting which destroys the pavement of the expressway due to poor high-temperature stability through improving the anti-shearing ability of particulate material of asphalt mixture.Anti-shearing framework dense structure was formed in new design method by the combination of coarse and fine aggregate.Through the test in laboratory,the new gradation has better high-temperature stability and water stability than the other gradation,the low-temperature stability meets the requirement of specification,which proves that the new grading design method is practical to improve the high-temperature stability of asphalt mixture and decrease the possibility of rutting in expressway.