A road modulus test method based on rigid spherical indentation

被引:0
作者
Zhang, Yining [1 ]
Sun, Lijun [2 ]
机构
[1] Zhejiang Univ Technol, Fac Civil Engn, Hangzhou 310023, Zhejiang Provin, Peoples R China
[2] Tongji Univ, Key Lab Rd & Traff Engn, Minist Educ, 4800 Caoan Rd, Shanghai 201804, Peoples R China
基金
中国国家自然科学基金;
关键词
spherical indentation; test method; structure modulus; pavement layer; stress concentration phenomenon; quality control; PLASTIC PROPERTIES; ELASTIC-MODULUS; DEFLECTOMETER;
D O I
10.1139/cjce-2021-0597
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Currently, the modulus test method such as falling weight deflectometer has an inevitable problem of stress concentration, which may lead to a negative impact on the results. This paper attempted to apply the spherical indentation test equipment into road detection to solve this problem. Firstly, by following the displacement boundary conditions, a general expression of modulus, force, and displacement under the semi-infinite system was established. Compared with the Sneddon's formula (a classic formula in materials industry), this expression was consistent with it under the small deformation situations, which verified the rationality of this method. Moreover, this expression can also be utilized in the larger deformation situations, which was more in line with the pavement environment. Then, by further improving the method, this paper established the method of calculating the structure modulus of new pavement layers. Finally, a specific test method for modulus detection based on the spherical indentation was proposed.
引用
收藏
页码:1499 / 1507
页数:9
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