东南大学学报(自然科学版)
東南大學學報(自然科學版)
동남대학학보(자연과학판)
JOURNAL OF SOUTHEAST UNIVERSITY
2014年
6期
1266-1270
,共5页
道路工程%沥青混合料%抗车辙性能%重复荷载试验%统计学
道路工程%瀝青混閤料%抗車轍性能%重複荷載試驗%統計學
도로공정%력청혼합료%항차철성능%중복하재시험%통계학
pavement engineering%asphalt mixture%anti-rutting performance%repeated load test%statistics
为了确定用于沥青混合料高温性能设计的最优试验方法和评价指标,分别采用动态模量试验、间接拉伸强度试验、车辙试验和单轴重复荷载试验对9种沥青混合料的抗车辙性能进行测试,通过统计学方法对比分析了不同试验方法的合理性。试验结果表明:动态模量试验和高温间接拉伸强度试验不能准确地评价混合料的抗车辙性能;车辙试验仅适用于区分不同新拌沥青混合料抗车辙性能的优劣,是否适用于评价再生混合料尚存疑问;重复荷载试验具有更好的区分度和合理性,并可得到材料的基本力学参数;将基于重复荷载试验的流变次数指数作为抗车辙性能评价指标更为准确;在评价新拌沥青混合料时车辙试验和重复荷载试验结果具有良好的相关性,但是该关系并不能拓展到再生混合料中。
為瞭確定用于瀝青混閤料高溫性能設計的最優試驗方法和評價指標,分彆採用動態模量試驗、間接拉伸彊度試驗、車轍試驗和單軸重複荷載試驗對9種瀝青混閤料的抗車轍性能進行測試,通過統計學方法對比分析瞭不同試驗方法的閤理性。試驗結果錶明:動態模量試驗和高溫間接拉伸彊度試驗不能準確地評價混閤料的抗車轍性能;車轍試驗僅適用于區分不同新拌瀝青混閤料抗車轍性能的優劣,是否適用于評價再生混閤料尚存疑問;重複荷載試驗具有更好的區分度和閤理性,併可得到材料的基本力學參數;將基于重複荷載試驗的流變次數指數作為抗車轍性能評價指標更為準確;在評價新拌瀝青混閤料時車轍試驗和重複荷載試驗結果具有良好的相關性,但是該關繫併不能拓展到再生混閤料中。
위료학정용우력청혼합료고온성능설계적최우시험방법화평개지표,분별채용동태모량시험、간접랍신강도시험、차철시험화단축중복하재시험대9충력청혼합료적항차철성능진행측시,통과통계학방법대비분석료불동시험방법적합이성。시험결과표명:동태모량시험화고온간접랍신강도시험불능준학지평개혼합료적항차철성능;차철시험부괄용우구분불동신반력청혼합료항차철성능적우렬,시부괄용우평개재생혼합료상존의문;중복하재시험구유경호적구분도화합이성,병가득도재료적기본역학삼수;장기우중복하재시험적류변차수지수작위항차철성능평개지표경위준학;재평개신반력청혼합료시차철시험화중복하재시험결과구유량호적상관성,단시해관계병불능탁전도재생혼합료중。
The dynamic modulus test,indirect tensile strength test,wheel tracking test and uniaxial repeated load test were respectively used to evaluate the anti-rutting performance of nine types of as-phalt mixtures to determine the optimum testing method and indicators of high temperature perform-ance for asphalt mix design.The reasonability of these tests was compared by statistical methods. The results show that the anti-rutting performance of asphalt mixtures cannot be accurately evaluated by the dynamic modulus test and indirect tensile test at the high temperature.The wheel tracking test can only be used to identify the anti-rutting performance for new hot mix asphalt mixtures and its fea-sibility for reclaimed asphalt mixtures is questionable.The repeated load test has better differentiation and reasonability,and the fundamental mechanical parameters of materials can be obtained.The flow number index obtained from the repeated load test is a rational indicator to the anti-rutting perform-ance.The good correlation between the wheel tracking test and repeated load test is observed in new hot mix asphalt mixtures;however this correlation cannot be extended to reclaimed asphalt mixtures.