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?