Examination of strain anisotropy of loessial soil

Authors

  • N. M. Bohoslavets Kyiv National University of Construction and Architecture

Abstract

The results of experimental researches of deformation anisotropy of the module of deformation are resulted in loess soils during the spatial orientation of loadings. The sizes of coefficients are set anisotropies which can be taken into account at the calculation of deformation of loess soils.

Author Biography

N. M. Bohoslavets, Kyiv National University of Construction and Architecture

Postgraduate Department of bases and foundations

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How to Cite

[1]
N. M. Bohoslavets, “Examination of strain anisotropy of loessial soil”, СучТехнБудів, vol. 6, no. 1, pp. 60–63, Jun. 2009.

Issue

Vol. 6 No. 1 (2009)

Section

SOIL MECHANICS AND FOUNDATIONS

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