Items filtered by date: June 2020

How possibilities are unlimited with admixtures for highly workable yet cohesive concrete?

Why a very low w/c ratio is not a good idea for floor concrete?

Have you ever viewed flooring concrete as a concrete practitioner and a concrete technologist?

Like workability, does w/c ratio also change with time?

Did you know that in RCC floors, a steel mesh at top and the one at bottom play entirely different roles?

Are you still specifying cementitious hardeners only as dosage in kg/m2?


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