Email this article Estimation of the Parameters of Quality of Jointing of Rocky Soils by the Results of Testing Bearing Piles
- Authors: Lushnikov V.V.1, Soldatov B.A.1
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Affiliations:
- GeoStroiEkspert LLI
- Issue: Vol 55, No 6 (2019)
- Pages: 408-412
- Section: Experimental Investigations
- URL: https://journals.rcsi.science/0038-0741/article/view/244205
- DOI: https://doi.org/10.1007/s11204-019-09556-z
- ID: 244205
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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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