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Modeling Mechanical Properties of Cement Asphalt Emulsion Mortar with Different Asphalt to Cement Ratios and Temperatures

机译:不同沥青与水泥比和温度的水泥沥青乳液的力学性能建模

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摘要

The compressive strength and elastic modulus of cement asphalt emulsion mortar (CAM) are two fundamental parameters of material design, and their values are highly dependent on asphalt:cement mass ratio (A/C) and temperature. However, there are few quantitative studies about the effect of A/C and temperature on the mechanical properties of CAM. This paper studies the compressive strength and elastic modulus of CAM with varied A/C at different temperatures. A physical and mathematic model is proposed to relate the compressive strength and elastic modulus of CAM to asphalt:cement volume ratio (VA/VC) and temperature. The proposed model calculates the compressive strength (or elastic modulus) of CAM by the compressive strength (or elastic modulus) of cement mortar, VA/VC, and a parameter b. The parameter b is related to the rigidity and adhesive ability of asphalt binder, and it has a linear relationship with temperature. The proposed model can accurately predict the mechanical properties of CAM with different VA/VC and temperatures, and thus it provides a good method to study the mechanical properties of CAM. The limitations of the proposed model are discussed.
机译:水泥沥青乳液砂浆(CAM)的抗压强度和弹性模量是材料设计的两个基本参数,其值高度依赖于沥青:水泥质量比(A / C)和温度。但是,很少有关于A / C和温度对CAM力学性能影响的定量研究。本文研究了在不同温度下,随着空调温度的变化,CAM的抗压强度和弹性模量。提出了一个物理和数学模型,将CAM的抗压强度和弹性模量与沥青:水泥体积比(VA / VC)和温度相关联。提出的模型通过水泥砂浆的抗压强度(或弹性模量),VA / VC和参数b计算CAM的抗压强度(或弹性模量)。参数b与沥青粘合剂的刚性和粘合能力有关,并且与温度具有线性关系。该模型可以准确预测不同VA / VC和温度下的CAM的力学性能,从而为研究CAM的力学性能提供了一种很好的方法。讨论了所提出模型的局限性。

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