JSC Fundamentproekt

Moscow, Russia

JSC Fundamentproekt

Moscow, Russia

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Gol'dfel'd I.Z.,JSC Fundamentproekt | Smirnova E.A.,JSC Fundamentproekt
Soil Mechanics and Foundation Engineering | Year: 2011

An engineering method is proposed for enhancement of the reliability of reported documentation of design-survey operations using linear approximation of standard soil-test data derived from piles and cone penetration. © 2011 Springer Science+Business Media, Inc.


Kutvitskaya N.B.,JSC Fundamentproekt | Gorbunova O.V.,JSC Fundamentproekt | Kaurkin V.D.,JSC Fundamentproekt | Ryazanov A.V.,JSC Fundamentproekt
Soil Mechanics and Foundation Engineering | Year: 2011

A comparative analysis is made of technical solutions pertaining to stabilization of the design position of underground pipelines with the product being transported at a positive temperature in regions of permafrost propagation. A new scheme developed by the JSC Fundamentproekt for stabilization of the position of a pipeline, which permits its uniform in-service settlement, is discussed. © 2011 Springer Science+Business Media, Inc.


Potapova O.A.,JSC Fundamentproekt
Soil Mechanics and Foundation Engineering | Year: 2014

Results of multivariant model analyses of the bearing capacity of piles in frozen soils and bed deformations during their thawing, as well as correlation-regression analysis of data acquired from modeling and full-scale investigations are examined. © 2014 Springer Science+Business Media New York.


Aksenov V.I.,JSC Fundamentproekt | Gevorkyan S.G.,JSC Fundamentproekt | Iospa A.V.,JSC Fundamentproekt | Krivov D.N.,JSC Fundamentproekt | And 2 more authors.
Soil Mechanics and Foundation Engineering | Year: 2014

Results of laboratory tests of interaction between models of boring piles and a frozen soil and their comparison with data derived from field tests of boring piles are cited. The physical pattern of the interaction is examined. © 2014, Springer Science+Business Media New York.


Kutvitskaya N.B.,JSC Fundamentproekt
Soil Mechanics and Foundation Engineering | Year: 2014

Technical solutions for beds and foundations, which are substantiated by predictive thermomechanical analyses, are examined for regions subject to the spread of permafrost. Examples are cited for successful implementation of developed designs. © 2014 Springer Science+Business Media New York.


Duginov L.A.,JSC Fundamentproekt | Kutvitskaya N.B.,JSC Fundamentproekt | Magomedgadzhieva M.A.,JSC Fundamentproekt | Mel'nikova E.A.,JSC Fundamentproekt | Rozovskii M.K.,JSC Fundamentproekt
Soil Mechanics and Foundation Engineering | Year: 2014

Technical solutions are proposed for the beds and foundations of buildings and structures on permafrost soils, which are designed with use of a software package for modeling heat and moisture transfer in soils by the method of thermal and hydraulic resistances. © 2014 Springer Science+Business Media New York.

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