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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.

Zastosowanie modelu Winklera przy obliczaniu hybrydowej konstrukcji oporowej