摘要
为了研究2种动态模量预测模型(基于黏度的Witczak 1-37A模型和基于剪切复数模量的Witczak1-40D模型)在江苏地区的适用性及不同混合料设计参数(级配类型、胶结料种类、体积参数)对动态模量的影响,进行了2种典型面层沥青混合料(Sup-13和AC-13)的动态模量试验研究,并将试验数据用于预测模型的分析.对不同沥青的黏度和动态剪切模量进行试验以获取预测模型的参数.试验结果表明:胶结料种类和沥青含量对动态模量有显著影响;2种预测模型与室内试验结果均有较好的相关度,Witczak 1-37A动态模量的预测模型精度更高.试验结果可用于更高精度动态模量预测模型的修正.
To investigate the validity of two dynamic modulus predictive models（ Witczak 1-37 A viscosity-based model and Witczak 1-40 D shear modulus-based model） in the context of Jiangsu, and evaluate the effect of different mixture design variables（ aggregate gradations, binder type, and volumetric properties） on dynamic modulus E＊, asphalt mixtures commonly used in the local surface layer, including Sup-13 and AC-13, are prepared in the laboratory and their dynamic modulus E＊values are predicted based on the above mentioned models. The corresponding asphalt tests, including viscosity and dynamic shear modulus tests, are also carried out to obtain the prediction model parameters. The test results showthat binder type and asphalt content have a significant impact on dynamic modulus.There is a good correlation between the E＊values based on above two predictive models and the measured E＊, while a relatively lower bias can be expected from Witczak 1-37 A model. The test results can be used for the calibration of dynamic modulus with higher accuracy.
基金
The Specialized Research Fund for the Doctoral Program of Higher Education of China(No.20120092110053)
