Estimation of influence of strength anisotropy in problems of interaction of the retaining wall with heterogeneous foundations

Abstract

Numerical research of lateral pressure of heterogeneous soil in the condition of anisotropy of strength characteristics, based on the methodology proposed by the author, was made. The results, that allow to estimate the effect of anisotropy on strength parameters of active pressure, are obtained . The complex analysis of the numerical experiment was carried out and recommendations by the use of the developed method of calculation, was given.