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Bearing Capacity of Soil Base and Settlement of Foundations of Finite Width

Ter-Martirosyan, Z. G. / Ter-Martirosyan, A. Z. / Kurilin, N. O.

The analytical solution of the problem of the bearing capacity of the soil base and the foundation settlement of a limited width is presented, considering the soil’s own weight and residual stresses (in the presence of over-compacted soils). The Flamant’s solutions (plane problem) are used for the stress state calculation. The Hencky’s equations are used to determine the stress − strain relationships and the influence of the average stress on the shear and the volume strain modulus.

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Bearing Capacity of Soil Base and Settlement of Foundations of Finite Width

Ter-Martirosyan, Z. G. / Ter-Martirosyan, A. Z. / Kurilin, N. O.

The analytical solution of the problem of the bearing capacity of the soil base and the foundation settlement of a limited width is presented, considering the soil’s own weight and residual stresses (in the presence of over-compacted soils). The Flamant’s solutions (plane problem) are used for the stress state calculation. The Hencky’s equations are used to determine the stress − strain relationships and the influence of the average stress on the shear and the volume strain modulus.

Bearing Capacity of Soil Base and Settlement of Foundations of Finite Width

Ter-Martirosyan, Z. G. / Ter-Martirosyan, A. Z. / Kurilin, N. O.

The analytical solution of the problem of the bearing capacity of the soil base and the foundation settlement of a limited width is presented, considering the soil’s own weight and residual stresses (in the presence of over-compacted soils). The Flamant’s solutions (plane problem) are used for the stress state calculation. The Hencky’s equations are used to determine the stress − strain relationships and the influence of the average stress on the shear and the volume strain modulus.

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Titel:

Bearing Capacity of Soil Base and Settlement of Foundations of Finite Width

Weitere Titelangaben:

Soil Mech Found Eng

Beteiligte:

Ter-Martirosyan, Z. G. (Autor:in) / Ter-Martirosyan, A. Z. (Autor:in) / Kurilin, N. O. (Autor:in)

Erschienen in:

Soil Mechanics and Foundation Engineering ; 58 ; 18-24

Erscheinungsdatum:

01.03.2021

Format / Umfang:

7 pages

ISSN:

1573-9279 , 0038-0741

DOI:

https://doi.org/10.1007/s11204-021-09702-6

Medientyp:

Aufsatz (Zeitschrift)

Format:

Elektronische Ressource

Sprache:

Englisch

Schlagwörter:

Engineering , Engineering, general , Civil Engineering , Geoengineering, Foundations, Hydraulics

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