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Articles by Shiping Cui

Modeling the Dynamic Properties of the Polyurethane Mixture with Dense Gradation Using the 2S2P1D Model

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By Haisheng Zhao, Wenbin Gao, Shiping Cui, Zhen Li
| MDPI
All articles published by MDPI are made immediately available worldwide under an open access license. No special permission is required to reuse all or part of the article published by MDPI, including figures and tables. For articles published under an open access Creative Common CC BY license, any part of the article may be reused without permission provided that the original article is clearly cited. For more information, please refer to https://www.mdpi.com/openaccess.
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Study on the Influence Factors of the Dynamic Property of the Polyurethane Mixture with Dense Gradation

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By Haisheng Zhao, Shiping Cui, Zhen Li, Shaobin Wang
| MDPI
4.1. Comparing Master Curve Fitting Results 4.1.1. The GLS Model Fitting Results for Dynamic Modulus Figure 2a,b demonstrate that the PU mixtures with various limestone gradations exhibited distinct dynamic modulus master curves. The master curve of PUM-20/L was lower than the other master curves.
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Study on the Dynamic Performance of PU and SBS-Modified Asphalt Mixtures with Dense Gradation

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By Haisheng Zhao, Wenbin Gao, Shiping Cui, Wensheng Zhang
| MDPI
This is an early access version, the complete PDF, HTML, and XML versions will be available soon.
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Study on the Phase Angle Master Curve of the Polyurethane Mixture with Dense Gradation

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By Haisheng Zhao, Xiufen Wang, Shiping Cui, Bin Jiang
| MDPI
This is an early access version, the complete PDF, HTML, and XML versions will be available soon.
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Study on the Construction of Dynamic Modulus Master Curve of Polyurethane Mixture with Dense Gradation

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By Haisheng Zhao, Wenbin Gao, Shiping Cui, Wensheng Zhang
| MDPI
This is an early access version, the complete PDF, HTML, and XML versions will be available soon.
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Study on the Influence Factors of Dynamic Modulus and Phase Angle of Dense Gradation Polyurethane Mixture

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By Haisheng Zhao, Wensheng Zhang, Shijie Ma, Shiping Cui
| MDPI
4.4. The Effect of Aggregate Type on the Dynamic Modulus and Phase Angle From Figure 6, it is vital to obtain that the dynamic modulus of the PU mixtures with basalt and limestone aggregates both increased with the rising of loading frequency and decreased with the rising of test temperature. The dynamic modulus of the PU mixture with limestone aggregate was larger than that of the PU mixture with basalt aggregate, and the difference weakened with rising test temperature.
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