TO QUESTION OF INTERACTION OF RECESSED CONSTRUCTIONS WITH ANISOTROPIC SOIL’S ENVIRONMENT
Abstract
In the conditions of intensification of underground building a task of reduce of prime price of recessed constructions, interactive with heterogeneous soil’s basement is very actual. Heterogeneity of lithology composition causes anisotropy of strength characteristics of soil basements, depending of the orientation of ground of cut, which is confirmed by results of domestic and foreign experimental researches. Normative documents are developed without the account of anisotropic properties of soils, that in a certain degree influences on reliability of using methods of determination of the operating loadings. For underground constructions lateral pressure of soil is determinative power, characterized by direction of moving of strut buildings. Author offer the method of determination of lateral pressure of soil taking into account its anisotropic properties.Account of seismic factor, provided in the developed method is also actual in modern conditions. The resulting algorithm have allowed to develop the computer program for the calculation lateral pressure of anisotropic soil. The results of numeral researches of influence of strength anisotropy of soil’s foundation on the size of lateral pressure on a contact with a retaining wall are leaded. Analysis of this influence and recommendation by the use of the considered method is carried in this publication.
Keywords: anisotropic ground environment, hodographs of friction angle and cohesion, recessed construction, lateral pressure of soil.
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