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Rectangular Foundations Functioning With Separation of Their Lower Surface When Subjected to Bidirectional Moments

Autor: L. V. Rybina, V. S. Rybin

Publikováno v: Soil Mechanics and Foundation Engineering. 51:89-94

Optimal design of rectangular foundations functioning with separation of their lower surface under the action moments in two mutually perpendicular directions can be achieved by selecting minimum lower-surface dimensions, or an assigned maximum edge

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::1f1b6c3f562ba57b39a0ac28f15ee31d
https://doi.org/10.1007/s11204-014-9259-7

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Determination of optimal shape and dimensions of the lower surface of eccentrially loaded shallow foundations

Autor: L. V. Rybina, V. S. Rybin

Publikováno v: Soil Mechanics and Foundation Engineering. 49:6-11

A design is proposed for foundations with incomplete contact between the lower surface and bed, which function without separation of the lower surface and with limited pressures on the bed subject to a unidirectional moment. Analysis of foundations w

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::d9307ec3815ff3200b6b33d0c1ea140e
https://doi.org/10.1007/s11204-012-9159-7

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Determination of the settlement of a multilayer bed by its replacement with a single-layer bed

Autor: V. S. Rybin, L. V. Rybina

Publikováno v: Soil Mechanics and Foundation Engineering. 44:105-108

Solutions are presented for determination of bed settlement for a computational scheme in the form of a linearly deformable half space with replacement of a multiple-by a single-layer bed with the average compression modulus, or layer-by layer summat

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::6646445efa8541bb177eb02c9c17f215
https://doi.org/10.1007/s11204-007-0019-9

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Determination of bed settlements induced by a load uniformly distributed over the area of a right-angle triangle

Autor: V. S. Rybin, L. V. Rybina

Publikováno v: Soil Mechanics and Foundation Engineering. 43:115-118

Recommendations are presented for determination of the settlement of a linearly deformable half space due to a load uniformly distributed over the area of an arbitrarily configured polygon.

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::4878e5188b3710e854359eff8a19cba7
https://doi.org/10.1007/s11204-006-0033-3

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Stresses at the boundary between the active bed zone and incompressible layer

Autor: R. S. Shelyapin, V. S. Rybin

Publikováno v: Soil Mechanics and Foundation Engineering. 37:67-70

Recommendations are given for determination of the stresses σz at any point of the surface of an incompressible layer due to a load uniformly distributed over the area of a polygon of arbitrary configuration using a computational scheme in the form

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::fb46601a54fe8fec46ea122df9999830
https://doi.org/10.1007/bf02539232

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