The main parameters needed by the Account methods, initial elasticity modulus and compressive strength mf Em 'is the values, the values of the majority of experiments designed to measure pressure.
Finite Element Analysis of Concrete Hollow Block Masonry Prisms under Axial Compression
Usually two to seven-block prisms of different heights are used in pressure experiments.
Sources pile up Mf' for the relationship between compressive strength and modulus of elasticity of different relations Em recommended.
The recommendations given in BS 5628 for the use of mortar mix and should be followed.
Finite Element Model
Ramamurthy and Khalaf conducted experiments to determine the overlap knitted pile pressure resistance.