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    The weights of constituent materials for producing one cubic meter of SCC mixtures calculated using the absolute volume method are presented in Table 4.

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  • Prediction of failure of a cantilever–wall connection

    τ is the bond strength θ the temperature (depending on the position and time) r the rebar radius L the embedment depth and F t is the load capacity of the

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    The weights of constituent materials for producing one cubic meter of SCC mixtures calculated using the absolute volume method are presented in Table 4.

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