Refinement of the Calculated Ground Resistance Value for the Volumetric Stress-Strain State

Despite the fact that Mohr-Coulomb theory of strength appeared more than a hundred years ago, many authors are still conducting research in accordance with recommendations to find optimal solutions practical problems. From Coulomb-Mohr theory, huge number methods for solving applied problems were formed, example, initial critical load, which is useful article. This formula no longer new, but despite this, it object research. The this article consider case assumption, applying when issuing load. Based on design soil resistance was obtained, regulated by codes and standards field design. reflect main ependencies appear calculation stress-strain state mechanics. these dependencies, amount allowable stress revealed, under condition linear deformability will be satisfied. have shown proposed any stability parameters correspond limit condition. conclusion compares effect obtained recipe N.P. Puzyrevsky.