Nature of change in relative deformations of non-autoclaved cell concrete under pure shear conditions

Abstract Results and analysis of experimental data on tests of non-autoclave gas concrete in a biaxial stressed “compression-tension” state are presented. In addition, the shear modulus of non-autoclaved gas concrete was determined based on the results of testing the prisms in axial state without eliminating the friction. Corresponding conclusions based on test results have been drawn.

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