Time-Temperature-Stress Equivalent Characteristics and Nonlinear Viscoelastic Model of Asphalt Mixture under Triaxial Compressive Stress State-Reference-Cited by-同舟云学术

Time-Temperature-Stress Equivalent Characteristics and Nonlinear Viscoelastic Model of Asphalt Mixture under Triaxial Compressive Stress State

Published:2024-02 Issue:2 Volume:36 Page:
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Huang Tuo¹,Wang Zhaoyang²,Dong Hongwu³,Qin Haoyun²,Liu Hongfu¹,Cao Zhonglu⁴

Affiliation:

1. Associate Professor, School of Traffic and Transportation Engineering, Changsha Univ. of Science and Technology, Changsha 410114, China.

2. Master’s Student, School of Traffic and Transportation Engineering, Changsha Univ. of Science and Technology, Changsha 410114, China.

3. Senior Engineer, Tianjin Port Engineering Institute Co., Ltd. of China Communications Construction Company (CCCC) First Harbor Engineering Co., Ltd., 1002, Dagu South Rd., Hexi District, Tianjin 300222, China; Senior Engineer, China Communications Construction Company (CCCC) First Harbor Engineering Company Ltd., Tianjin 300461, China (corresponding author).

4. Senior Engineer, Tianjin Port Engineering Institute Co., Ltd. of China Communications Construction Company (CCCC) First Harbor Engineering Co., Ltd., 1002, Dagu South Rd., Hexi District, Tianjin 300222, China; Senior Engineer, China Communications Construction Company (CCCC) First Harbor Engineering Company Ltd., Tianjin 300461, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

https://ascelibrary.org/doi/pdf/10.1061/JMCEE7.MTENG-16679

Reference49 articles.

1. A stochastic viscoelastic–viscoplastic constitutive model and its application to crumb rubber modified asphalt mixtures

2. Stochastic Viscoelastic–Viscoplastic Response of Asphalt Mixture under Uniaxial Compression

3. Viscoelastic parametric conversions and mechanical response analysis of asphalt mixtures

4. A triaxial linear viscoelastic characterization framework for asphalt concrete based on the 2S2P1D model

5. Thermodynamics-based finite strain viscoelastic-viscoplastic model coupled with damage for asphalt material

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