首页|沥青联结层参数对水泥路面变形量的影响研究

沥青联结层参数对水泥路面变形量的影响研究

扫码查看
水泥混凝土路面与基层之间受力不协调容易导致路面断板等病害,通过在面板和基层之间增设柔性沥青联结层可有效改善路面受力状态,减少基层冲刷.通过有限元方法分析了荷载作用位置、联结层厚度、联结层模量、超载等对路面变形的影响,结果表明荷载作用位置、沥青联结层模量和厚度对面板自身变形量无太大影响,但对联接层、基层和底基层的影响明显,为沥青联结层的设置提供了理论依据.
Influence of Parameters of Asphalt Joint Layer on Deformation Volume of Cement Pavement
The uncoordinated stress between the cement concrete pavement and the base layer can easily cause pavement fracture and other diseases.Paving a flexible asphalt joint layer between the panel and the base layer can effectively improve the stress state of the pavement and reduce the base scour.The influences of the load position,the joint layer thickness,the joint layer modulus,and overloading on the pavement deformation were analyzed by the finite element method.The results showed that the load position and joint layer modulus and thickness had little influence on the deformation of the panel itself but a significant influence on the joint layer,base layer,and subbase layer,which could provide a theoretical basis for setting the asphalt joint layer.

cement concrete pavementasphalt joint layerfinite element analysis

朱金鹏

展开 >

山西省交通建设工程质量检测中心(有限公司),山西 太原 030006

水泥混凝土路面 沥青联结层 有限元分析

2024

山西交通科技
山西交通科技信息中心站

山西交通科技

影响因子:0.381
ISSN:1006-3528
年,卷(期):2024.(2)