Performance Check of Asphalt Mixture Layer Based on Yield Criterion and Normalized Fatigue Equation

Peng, Xinghai; Lv, Songtao; Huang, Tuo; Zheng, Cece; Jiang, Meng; Yuan, Jiang; Hu, Long

doi:10.1061/(asce)mt.1943-5533.0004205

Cited by 5 publications

(4 citation statements)

References 31 publications

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“…In this connection method, the strain of the two components is equal, and the total stress is equal to the sum of the stresses of the spring and the adhesive pot. The constitutive equation is represented by Equation (4).…”

Section: Establishment Of Constitutive Relations For Viscoelastic Mod...mentioning

confidence: 99%

“…With the acceleration of urbanization and transportation demand growth, asphalt pavement application is still promising. In the future, with the advancement of technology and the application of new materials, many researchers will devote themselves to the study of asphalt pavements in terms of materials, design, construction, and maintenance to meet the ever-increasing transportation demand [2][3][4][5].…”

Section: Introductionmentioning

confidence: 99%

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Comparative Study on the Dynamic Response of Asphalt Pavement Structures: Analysis Using the Classic Kelvin, Maxwell, and Three-Parameter Solid Models

He,

Lv,

Xie

et al. 2024

Buildings

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This study addressed the complex problems of selecting a constitutive model to objectively characterize asphalt mixtures and accurately determine their viscoelastic properties, which are influenced by numerous variables. Inaccuracies in model or parameter determination can result in significant discrepancies between the calculated and measured results of the pavement’s structural dynamic response. To address this, the research utilized the physical engineering principles of asphalt pavement structure to perform dynamic modulus tests on three types of high-content rubberized asphalt mixtures (HCRAM) within the surface layer. The research aimed to investigate the influencing factors of the dynamic modulus and establish a comprehensive master curve. This study also critically evaluated the capabilities of three viscoelastic models—the three-parameter solid model, the classical Maxwell model, and the classical Kelvin model—in depicting the dynamic modulus of HCRAM. The findings indicated a negative correlation between the dynamic modulus of the asphalt mixture and temperature, while a positive association exists between the loading frequency and temperature, with the impact of the loading frequency diminishing as the temperature increases. Notably, the three-parameter solid model was identified as the most accurate in describing the viscoelastic properties of the HCRAM. Furthermore, the dynamic response calculations revealed that most indexes in the surface layer’s dynamic response are highest when evaluated using the three-parameter viscoelastic model, underscoring its potential to enhance the pavement performance’s predictive accuracy. This research provides valuable insights into optimizing the material performance and guiding the pavement design and maintenance strategies.

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Section: Establishment Of Constitutive Relations For Viscoelastic Mod...mentioning

confidence: 99%

Section: Introductionmentioning

confidence: 99%

Comparative Study on the Dynamic Response of Asphalt Pavement Structures: Analysis Using the Classic Kelvin, Maxwell, and Three-Parameter Solid Models

He,

Lv,

Xie

et al. 2024

Buildings

Self Cite

View full text Add to dashboard Cite

show abstract

“…The last method is based on the strength yield criterion of the mixture. Lv et al and Li et al tested the strengths and fatigue responses of asphalt mixture specimens under different loading modes, including UT/UC, IDT, and bending tests (4PB) 5,37,38 . They used the simplified Desai strength yield surface model in

I_{1} - \sqrt{J_{2}}

space to describe the stress states of the specimens under different loading modes.…”

Section: Introductionmentioning

confidence: 99%

“…Lv et al and Li et al tested the strengths and fatigue responses of asphalt mixture specimens under different loading modes, including UT/UC, IDT, and bending tests (4PB). 5,37,38 They used the simplified Desai strength yield surface model in I 1 À ffiffiffiffi ffi J 2 p space to describe the stress states of the specimens under different loading modes. By incorporating this yield criterion in the fatigue model, it was observed that the impact of loading mode on fatigue behaviors of the mixture is eliminated, and a unified fatigue law can be obtained.…”

Section: Introductionmentioning

confidence: 99%

Application of Miller yield criterion to develop a unified fatigue law of asphalt mixture for different loading modes

Yuan

Cheng

et al. 2023

Fatigue Fract Eng Mat Struct

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Load response and fatigue life of cement-stabilized macadam base structure considering dynamic and static load differences and tension-compression modulus differences

Xie

et al. 2023

Construction and Building Materials

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Performance Check of Asphalt Mixture Layer Based on Yield Criterion and Normalized Fatigue Equation

Cited by 5 publications

References 31 publications

Comparative Study on the Dynamic Response of Asphalt Pavement Structures: Analysis Using the Classic Kelvin, Maxwell, and Three-Parameter Solid Models

Comparative Study on the Dynamic Response of Asphalt Pavement Structures: Analysis Using the Classic Kelvin, Maxwell, and Three-Parameter Solid Models

Application of Miller yield criterion to develop a unified fatigue law of asphalt mixture for different loading modes

Load response and fatigue life of cement-stabilized macadam base structure considering dynamic and static load differences and tension-compression modulus differences

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