Estimation of the Parameters of Quality of Jointing of Rocky Soils by the Results of Testing Bearing Piles


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Abstract

On the basis on full-scale tests, we give recommendations concerning the improvement of the coefficients of lowering of soil strength for the numerical analysis of drilled and driven end-bearing piles in jointed rocky soils.

About the authors

V. V. Lushnikov

GeoStroiEkspert LLI

Author for correspondence.
Email: lushnikov.v37@yandex.ru
Russian Federation, Ekaterinburg

B. A. Soldatov

GeoStroiEkspert LLI

Email: lushnikov.v37@yandex.ru
Russian Federation, Ekaterinburg

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