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Table 9 Comparison of recommended values and regulatory values.

From: Experimental Study on Basic Mechanical Properties of Core-Column Non-mortar Aerated Concrete Block Masonry

Specimen

Hole rate (%)

Strength grade of concrete

Strength grade of block

Calculated value

Regulatory value

Strength grade of mortar ≥ M5

Strength grade of mortar = M2.5

SK1

13.08

C25

A3.5

0.06

0.05

0.03

SK2

8.37

C25

A3.5

0.05