Using a half-replicate of a four-factorial experiment, equations of the relation between the compressive strength of a clay-cement concrete and deformability on the composition are derived based on experimentplanning theory.
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Translated from Gidrotekhnicheskoe Stroitel’stvo, No. 3, March 2014, pp. 16 – 23.
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Rasskazov, L.N., Radzinskii, A.V. & Sainov, M.P. Selection of the Composition of Clay-Cement Concrete for Construction of “Walls-in-the-Ground”. Power Technol Eng 48, 167–173 (2014). https://doi.org/10.1007/s10749-014-0503-0
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DOI: https://doi.org/10.1007/s10749-014-0503-0