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Abstract:Using an AMPT tester and based on laboratory tests, this paper performed a comparative study on the dynamic characteristics of different asphalt mixtures, analyzed the influence of different asphalt binders on the characteristic parameters of the dynamic modulus master curve and the phase angle master curve of asphalt mixture, and expounds the evaluation function of the phase angle master curve for mixture relaxation characteristics. The results show that the modulus master curve parameters of the asphalt mixture are closely related to voids in the mineral aggregate, mixture density, and asphalt content of the asphalt mixture. For the same kind of asphalt mixture, because the gradation of mineral aggregate is fixed and the volume parameters are almost the same, the ultimate modulus of the mixture at different temperatures is unique; when the temperature changes or the asphalt changes, the shape parameter β of the modulus master curve changes regularly, which brings different dynamic responses, and the lower β will show the characteristics of a higher modulus. Asphalt is the source of the viscoelasticity of the asphalt mixture. Although the influence of particle gradation of the mixture will bring about the change of modulus, the phase angle of the mixture depends on the viscoelastic properties of asphalt, and the initial phase angle in the main curve is positively correlated with asphalt penetration and negatively correlated with the softening point and viscosity, while the peak phase angle A is negatively correlated with penetration, and the softening point viscosity is positively correlated. The viscoelastic interval, represented by ω, is negatively correlated with penetration but positively correlated with the softening point and viscosity. The peak position, parameter ωc, of the phase angle master curve can evaluate the relaxation characteristics of the mixture, and the crack resistance of different mixtures can be compared without complex model calculation. In the comparison of the relaxation time of asphalt mixture, the relaxation time of foam cold-recycled mixture is the largest, which is significantly higher than that of other forms of cement mixture; the emulsified asphalt cold-recycled mixture is equivalent to AC20 and LSPM30 mixtures; the SBS-modified asphalt mixture has the best relaxation characteristics.Keywords: asphalt mixture; master curve; characteristic parameter; relaxation characteristics; cold recycling; foamed asphalt; emulsified asphalt
This questionnaire highlights that the concept of self-testing of nipple fluid, with either hand massage or a breast pump, is well received. Public awareness regarding breast screening protocols and limitations of mammography could be improved, with many women understandably unaware that analysis of nipple fluid might be useful for future risk prediction. The use of social media for public engagement creates endless possibilities for similar research in the future. Efforts should be made to increase awareness of the benefits of alternative and supplementary tests, especially in the context of high-risk individuals and younger patients. Consequently, there is a case to initiate a programme of research to determine the diagnostic value of NAF for the early detection of breast cancer in women at highest risk. Future work would need to further explore the themes identified within this questionnaire in the form of patient interviews. Opinions on methods of collection of nipple fluid, as well as how best to disseminate patient education and improve public awareness across all demographics is the key to improving pathways for breast cancer screening in the years to come.
Thank you to the Rare Book and Manuscript Library and Melissa Salrin in the iSchool for helping me with my questions about indigenous and religious materials in archives and special collections at public institutions, you are the best!
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