No 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.

Results and analysis of experimental data on testing of samples - prisms made of non-autoclaved cell concrete at non-multiply load are given. According to the test results, the equations for non-autoclave cell concretes, as well as the values of the coefficient of dynamic hardening and the coefficient of operating conditions mkr, taking into account the growth of durability of non-autoclave cell concrete, have been revealed.