Výsledky vyhledávání

FORMULA OF THE DESIGN RESISTANCE OF SOIL FOR PLATE FOUNDATIONS

Autor: J. O Matvienko, V. P Dyba, M. P Matvienko

Publikováno v: Construction and Geotechnics. 12:37-45

This article presents a study of the design soil resistance for slab foundations, on the basis of which it is concluded that its value is overestimated when calculating by the normative method. A new formula for the design soil resistance for slab fo

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::fb338ffafc191d27387950ab80051e40
https://doi.org/10.15593/2224-9826/2021.3.04

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Evaluation of Bearing Capacity of Driven Piles, Based on the Results of Solution of the Cylindrical Cavity Expansion Problem

Autor: E. G. Skibin, V. P. Dyba

Publikováno v: Soil Mechanics and Foundation Engineering. 53:381-384

This paper describes an analytical method for evaluating the bearing capacity of piles, installed with no soil excavation. It describes a process of pile insertion into soil and a method of pile side bearing capacity evaluation, based on a solution o

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::22e11265fa9a8c4d4e07c73fd13b3adb
https://doi.org/10.1007/s11204-017-9416-x

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Discrete and continuous models in calculating the bearing capacity of soil massifs

Autor: V. P. Dyba, A. I. Subbotin, I. A. Subbotin

Publikováno v: IOP Conference Series: Materials Science and Engineering. 913:042004

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::c8722d2379f1a77fd8ee2ad944d08991
https://doi.org/10.1088/1757-899x/913/4/042004

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Change in Soil Porosity under Load

Autor: V P Dyba, E G Skibin

Publikováno v: IOP Conference Series: Materials Science and Engineering. 262:012225

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::66472d41ce1e8004c286ba20a43bce4d
https://doi.org/10.1088/1757-899x/262/1/012225

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Upper bounds of the bearing capacity of strip foundations

Autor: V. P. Dyba, G. M. Skibin

Publikováno v: Soil Mechanics and Foundation Engineering. 34:175-181

An alternate scheme, which is illustrated by examples, is proposed for determination of the upper (“kinematic”) bound of the bearing capacity of the “foundation/soil-bed” system.

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::28b908928d11c527bb7ccb33a31a2dab
https://doi.org/10.1007/bf02465956

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