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- W2411041772 abstract "Enhancement mechanism of new type autoclaved shell-aggregate on concrete was studied by the experiment, using the X-ray diffraction, scanning electron microscopy, and the homogenization analysis methods. The experimental results indicate that effective elastic modulus of shell-aggregate match with the elastic modulus of the mortar matrix, which can explain the enhancement effect of shell-aggregate on mortar matrix. Homogenization method can reflect the actual contribution degree of autoclaved aggregate on concrete performance ideally. Errors between the calculated value and the measured value are only 5%, 6.7%, and 5.8% when the volume fractions of aggregate are 16%, 32%, and 44%, respectively. High strength of autoclaved shell-aggregate concrete is due to a combined action of matched elastic modulus between autoclaved shell-aggregate and mortar matrix, active gradient interface structure between shell-aggregate and mortar matrix, and small deviatoric tensor of stress between shell-aggregate and mortar matrix." @default.
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- W2411041772 date "2016-09-01" @default.
- W2411041772 modified "2023-10-15" @default.
- W2411041772 title "Enhancement mechanism of new type autoclaved calcium carbide residue shell-aggregate on concrete" @default.
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- W2411041772 doi "https://doi.org/10.1016/j.cemconcomp.2016.05.027" @default.
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