We present the results of full-scale and numerical investigations of piles driven and impressed in clay soils. We propose a procedure of application of the data of sounding to the correction of the parameters (specific adhesion and the angle of internal friction) in determining the shear strength of soil along the lateral surface of piles in the numerical investigations.
Similar content being viewed by others
References
CR 24.13330.2016. Pile Foundations. Actualized Edition of SNiP 2.02.03-85 [in Russian], Moscow (2016).
V. G. Fedorovskii and S. G. Bezvolev, "A method of the determination of pile fields and other vertically reinforced soil massifs," Osn. Fundam. Mech. Gruntov, No. 3, 11-15 (1994).
N. Z. Gotman, "Determination of the parameters of a pile field of the pile-plate foundation," Osn. Fundam. Mech. Gruntov, No 3, 2-6 (2003).
R. Katzenbach, G. Bachmann, and C. Gutbelet, "Soil-structure interaction of deep foundation and the ULS design philosophy," in: Proc. XIV ECSMFE (Madrid), Vol. 1, 55-59, Millpress, Rotterdam (2007).
PLAXIS Finite Element Code for Soil and Rock Analyses, User's Guide, Version 8.2012. BALKEMA.
Author information
Authors and Affiliations
Corresponding author
Additional information
Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 6, pp. 8-13, November-December, 2018.
Rights and permissions
About this article
Cite this article
Gotman, N.Z. Determination of the Shear Strength of Soil Along the Lateral Surface of Driven Piles in Numerical Investigations. Soil Mech Found Eng 55, 380–386 (2019). https://doi.org/10.1007/s11204-019-09552-3
Published:
Issue Date:
DOI: https://doi.org/10.1007/s11204-019-09552-3