A Large-Scale Test Method for Mechanical Response of Pavement Structure

被引:2
|
作者
Zhou, Xingye [1 ,2 ]
Wang, Xudong [1 ,2 ]
机构
[1] Harbin Inst Technol, Sch Transportat Sci & Engn, Harbin 150090, Heilongjiang, Peoples R China
[2] Minist Transport, Key Lab Rd Struct & Mat, Res Inst Highway, Beijing 100088, Peoples R China
关键词
D O I
10.1155/2018/2642409
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
A test method for mechanical response of pavement structure with the large scale model was presented in the study. The strain was tested on three large scale models of pavement structure with three typical pavement materials of cement concrete (CC), cement stabilized macadam (CSM) and asphalt concrete (AC) under the different load levels. Theoretical calculations of the strain on the top surface of CC, CSM and AC pavement models were also developed by BISAR3.0, which is a software for mechanical analysis based on elastic layered system. The research results indicate that the test method for mechanical response of pavement structure with large scale model presented in the study shows a low variability, and a good repeatability and reliability, which can be used as an effective way to study the mechanical response of pavement structure instead of full-scale test. The research results can provide some references for theoretical calculation of pavement structure and determination of pavement material parameters.
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页数:12
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