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The maximum compressive strength was noticed for 20% copper slag.
A 30% GGBFS replacement (32.9 MPa) has the maximum compressive strength.
The maximum compressive strength has been observed as around 124 MPa.
The maximum compressive strength was achieved for the SCC having 60% ASA replacement.
The maximum compressive strength was measured to be 55.7 MPa using a sintering temperature of 1200 °C.
The engineering and true plastic strains are 3.05% and 3.18%, respectively, and the maximum compressive strength is 1810 MPa.
A maximum compressive strength of 5.7 MPa is attained; this is suitable for constructing habitable structures.
There is an optimum grinding time/fineness of RHA for maximum compressive strength.
It is capable to undergo at least 40% reversible compressive deformation and the maximum compressive strength reaches 29.3 kPa.
The maximum compressive strength of concrete at 28 days by using this composite cementitious material was 52.51 MPa.
A maximum compressive strength of 36.2 MPa was achieved by curing at 90 °C, 40% RH for 5 days.
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