DETERMINATION OF THE BOUNDARY OF THE LINEAR CREEP OF EXPANDED CLAY CONCRETE DURING COMPRESSION

The paper presents the results of experimental data on creep and shrinkage, and the kinetics of the change in the creep measure of expanded clay concrete over time under axial compression at different levels of long-term load (0.2 – 0.7)Rb. Empirical formulas convenient for practical application for determining creep deformation and shrinkage of expanded clay concrete are proposed.