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.
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Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 6, pp. 21-24, November-December, 2018.
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Lushnikov, V.V., Soldatov, B.A. Estimation of the Parameters of Quality of Jointing of Rocky Soils by the Results of Testing Bearing Piles. Soil Mech Found Eng 55, 408–412 (2019). https://doi.org/10.1007/s11204-019-09556-z
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DOI: https://doi.org/10.1007/s11204-019-09556-z