TY - GEN
T1 - A method for determining the appropriate frequency for testing asphalt mixtures in the laboratory
AU - Barzegari, Saman
AU - Solaimanian, Mansour
N1 - Publisher Copyright:
© 2019 Taylor & Francis Group, London.
PY - 2019
Y1 - 2019
N2 - Determination of the properties of viscoelastic materials like asphalt mixtures in laboratory requires applying loads that are representative of real loading. Traffic loads in the laboratory are simulated using different waveforms, through combinations of amplitude and frequency. This study proposes a simple and practical approach for determining the loading frequency for laboratory applications, based on linear elastic computer simulations of different pavement structures under various loading configurations. Two methods were investigated to find the influence zone of the load in the pavement and the frequency of the load based on the assumed load velocities. These two approaches resulted in different frequencies. As simulation of the waveform using the first method (using a predetermined drop in normalized horizontal stress) is not practical for simulation of waveforms. Use of the second method,developed based on analysis of shape of stress distribution is recommended as the reasonable and feasible approach.
AB - Determination of the properties of viscoelastic materials like asphalt mixtures in laboratory requires applying loads that are representative of real loading. Traffic loads in the laboratory are simulated using different waveforms, through combinations of amplitude and frequency. This study proposes a simple and practical approach for determining the loading frequency for laboratory applications, based on linear elastic computer simulations of different pavement structures under various loading configurations. Two methods were investigated to find the influence zone of the load in the pavement and the frequency of the load based on the assumed load velocities. These two approaches resulted in different frequencies. As simulation of the waveform using the first method (using a predetermined drop in normalized horizontal stress) is not practical for simulation of waveforms. Use of the second method,developed based on analysis of shape of stress distribution is recommended as the reasonable and feasible approach.
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U2 - 10.1201/9781351063265-39
DO - 10.1201/9781351063265-39
M3 - Conference contribution
AN - SCOPUS:85091656038
SN - 9781138480285
T3 - Bituminous Mixtures and Pavements VII- Proceedings of the 7th International Conference on Bituminous Mixtures and Pavements, ICONFBMP 2019
SP - 262
EP - 270
BT - Bituminous Mixtures and Pavements VII- Proceedings of the 7th International Conference on Bituminous Mixtures and Pavements, ICONFBMP 2019
A2 - Nikolaides, A.F.
A2 - Manthos, E.
PB - CRC Press/Balkema
T2 - 7th International Conference on Bituminous Mixtures and Pavements, ICONFBMP 2019
Y2 - 12 June 2019 through 14 June 2019
ER -