Investigation on three-dimensional failure criterion of asphalt mixture considering the effect of stiffness

被引:14
作者
Huang, Tuo [1 ]
Chen, Jie [2 ]
Li, Mi [2 ]
Tang, Yao [2 ]
Lv, Songtao [1 ]
Yu, Huanan [1 ]
Liu, Hongfu [1 ]
Yan, Wei [3 ]
机构
[1] Changsha Univ Sci & Technol, Sch Traff & Transportat Engn, Natl Engn Lab Highway Maintenance Technol, Changsha 410114, Peoples R China
[2] Changsha Univ Sci & Technol, Sch Traff & Transportat Engn, Changsha 410114, Peoples R China
[3] Hunan Zhongda Design Inst Co Ltd, Changsha 410075, Peoples R China
基金
中国国家自然科学基金;
关键词
Asphalt mixture; Complex stress state; Resilient modulus calculation model; Stress failure criterion; Strain failure criterion; BEHAVIOR; CONCRETE;
D O I
10.1016/j.conbuildmat.2021.122431
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
In order to reveal the effect of complex stress state on the characteristics of strength and stiffness of asphalt mixture, the self-developed double confining pressure triaxial test method was used in this study. The one-time failure and resilient modulus tests in complex stress state were carried out on the SMA-13 and AC-13 asphalt mixtures widely used in China's asphalt pavement, especially in the combined tensile-compressive stress state. The failure principal stress of material and its stress-strain data under the step loading condition were obtained. The calculation model of resilient modulus in complex stress state and the failure criterion I-1 - J(2) in the principal stress space were established. On this basis, based on the generalized Hooke's law, a three-dimensional strain failure criterion model for asphalt mixture considering the effect of stiffness was also established by the conversion method. The research results can provide experimental and theoretical support for the reasonable selection and resistance calculation of material parameters of asphalt mixture in complex stress state. (C) 2021 Elsevier Ltd. All rights reserved.
引用
收藏
页数:14
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