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Issue 17 (2) 2018 pp. 37-51

Włodzimierz Brząkała, Aneta Herbut

Wydział Budownictwa Lądowego i Wodnego, Politechnika Wrocławska, Wrocław

Application of the Winkler model to the calculation of a hybrid retaining construction

Keywords: slender retaining wall, elastic subsoil, beam element, subsoil coefficient
Abstract:

The paper deals with an estimaton of displacements and internal forces in slurry walls, as well as sheet-pile
walls, piling systems or single piles, by solving two Euler–Bernoulli beams resting on the standard Winkler
subsoil. The term “hybrid con struction” refers to a vertical beam which is strengthened by a horizontal
cantilever platform, resting also on the Winkler subsoil. A rigid joint between the two beams is assumed to
calculate a split of the bending moment to both bearing members. Analytical solutions are presented – for
various subsoil coefficients. Substantial reduction of both the wall deflection and internal forces yields from
numerical examples.

pub/17_2_37.pdf Full text available in in Adobe Acrobat format:
http://www.architectura.actapol.net/volume17/issue2/17_2_37.pdf

For citation:

MLA Brząkała, Włodzimierz, and Aneta Herbut. "Application of the Winkler model to the calculation of a hybrid retaining construction." Acta Sci.Pol. Arch. 17.2 (2018): 37-51.
APA (2018). . Acta Sci.Pol. Arch. 17 (2), 37-51
ISO 690 BRZąKAłA, Włodzimierz, HERBUT, Aneta. Application of the Winkler model to the calculation of a hybrid retaining construction. Acta Sci.Pol. Arch., 2018, 17.2: 37-51.
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Streszczenie w języku polskim:
http://www.architectura.actapol.net/tom17/zeszyt2/abstrakt-37.html