Tang Jiaming, Huang Zhiyong, Li Weixiong, Yu Huayang
Xiaoning Institute of Roadway Engineering, Guangzhou 510000, China.
School of Civil Engineering and Transportation, South China University of Technology, Guangzhou 510000, China.
Sensors (Basel). 2022 Oct 19;22(20):7980. doi: 10.3390/s22207980.
In order to improve the prediction accuracy regarding low compaction level of asphalt pavement, this paper carries out indoor tests to detect the voids and dielectric constants of AC-13, AC-16 and AC-25 asphalt mixtures, obtaining their relationship equations via linear fitting and determining the dielectric constant judgment threshold of low compaction level segregation risk points ε1. Based on the common mid-point method, three-dimensional ground-penetrating radar is used to obtain the dielectric constant of the physical engineering test section. The researcher can draw the distribution map of the low compaction level segregation risk area according to the judgment threshold ε1 of the rough segregation risk points; divide the connected risk areas; determine the regional convex hull; and calculate the regional indicators such as the regional area, the ratio of the convex risk points and the mean value of the regional dielectric constant. The response surface analysis method is used to acquire the model of risk area index and core void ratio. The model is employed to predict and verify the core void ratio in the risk area of the road section and verify the accuracy of the model. The results show that the error range between the predicted voids and the measured voids is -0.4%~+0.4%, and the mean absolute value of the error is 0.25%. Compared with the mean measured voids of 6.63%, the relative error is 3.77%, indicating that the model can accurately predict the regional low compaction level segregation degree.
为提高沥青路面压实度不足的预测精度,本文开展室内试验,检测AC - 13、AC - 16和AC - 25沥青混合料的空隙率和介电常数,通过线性拟合得到它们的关系方程,并确定压实度不足离析风险点的介电常数判断阈值ε1。基于常用的中点法,利用三维探地雷达获取物理工程试验段的介电常数。研究人员可根据粗离析风险点的判断阈值ε1绘制压实度不足离析风险区域分布图;划分连通风险区域;确定区域凸包;并计算区域面积、凸风险点比例和区域介电常数平均值等区域指标。采用响应面分析法获取风险区域指标与核心空隙率的模型。利用该模型对路段风险区域的核心空隙率进行预测和验证,验证模型的准确性。结果表明,预测空隙率与实测空隙率的误差范围为-0.4%~+0.4%,误差均值绝对值为0.25%。与实测平均空隙率6.63%相比,相对误差为3.77%,表明该模型能够准确预测区域压实度不足离析程度。