本文選題：MMLS + 乳化瀝青冷再生混合料　； 參考：《公路工程》2014年05期

【摘要】：將乳化瀝青冷再生混合料(ECR)、熱拌普通瀝青混合料(HMA)及兩者組合(ECR/HMA)共三種結(jié)構(gòu)形式,分兩層碾壓成10 cm厚的車轍板并切割制作試件,采用MMLS3小型加速加載設(shè)備,在60℃試驗(yàn)條件下對(duì)三種結(jié)構(gòu)形式的變形特征進(jìn)行試驗(yàn)研究分析。研究發(fā)現(xiàn),三種結(jié)構(gòu)的車轍總變形量可采用加載次數(shù)對(duì)數(shù)曲線很好地進(jìn)行擬合,最終車轍總變形量的大小順序?yàn)镋CRECR/HMAHMA,ECR的高溫抗變形性能要優(yōu)于HMA;和HMA不同,ECR的車轍總變形主要表現(xiàn)為壓密變形,隆起變形量很小,隆起系數(shù)僅為0.15~0.20,說明了其高溫抗剪切變形能力較強(qiáng);在加載后期的車轍穩(wěn)定發(fā)展階段,ECR的蠕變速率也較HMA要大。
[Abstract]:In this paper, the cold recycled asphalt mixture (ECR), hot mix asphalt mixture (HMA) and its combination (ECR / HMA) are divided into two layers, which are rolled into 10 cm thick rutting board and cut to make the specimen. The small MMLS3 accelerated loading equipment is used. The deformation characteristics of three kinds of structures were studied and analyzed under the condition of 60 鈩，

本文編號(hào)：1956997