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- W2316367092 startingPage "585" @default.
- W2316367092 abstract "It is important to clarify the variation of particle contact angle of fresh concrete with shear deformation for understanding its deformation resistance and mechanical behaviors. In this study, using X-ray CT imaging, the authors investigated mean particle contact angles (θ) of fresh mortar before and after sheared in a ring shear device, which was composed of alumina powder, sand, and water, etc. As a result, the mean particle contact angle increases with increasing the shear deformation, but when reaching a peak, it decreases with the shear deformation. The increase and the decrease of θ are respectively the characteristics before and in shear failure state. Also, the greater the vertical stress on the shear plane, the smaller the increase or decrease of θ with the shear deformation." @default.
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- W2316367092 date "2013-01-01" @default.
- W2316367092 modified "2023-09-27" @default.
- W2316367092 title "Investigation on Particle Contact Angle of Fresh Concrete Using X-ray CT Imaging" @default.
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- W2316367092 doi "https://doi.org/10.2472/jsms.62.585" @default.
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