Analysis of the Effect of Substitution Rate on the Mechanical Properties of Recycled Concrete Hollow Block
Summary of the test results of compressive strength of recycled blocks with different substitution rates of MU10.
|Average compressive strength (MPa)||10.51||8.58||7.07||6.38||6.24|
|Standard deviation (MPa)||1.2664||0.3115||0.1980||1.0848||1.0006|
|Coefficient of variation||0.1205||0.0363||0.0280||0.1700||0.1604|
|Minimum compressive strength of single block (MPa)||9.82||8.02||6.96||4.76||4.72|