RESEARCH ANISOTROPIC PROPERTIES LIMESTONE OF STAMP IN TERMS LABORATORY

Abstract

Methodology is set out and the results of determining limit firmness on uniaxial compression and the resistanct compress limestone at different direction vector load about a bedding. It is shown that the mechanical characteristics of shell limestone largely depend on the anisotropic properties, it is necessary to take into account in the calculation and design of foundations. Determination of the mechanical characteristics of shell limestone in the laboratory should be conducted on the instruments, which simulates the real conditions of the array and volume deformation occurs environment.