Zobrazeno 1 - 10
of 28
pro vyhledávání: '"V. B. Shvets"'
Publikováno v:
Soil Mechanics and Foundation Engineering. 40:215-219
A solution is given for determination of the stresses in a foundation bed, which is represented by a linearly deformable half space and intended for foundations with circular or square lower surfaces extending beyond the limits of the loaded area. Ex
Autor:
V. B. Shvets
Publikováno v:
Soil Mechanics and Foundation Engineering. 38:193-199
Examples are cited for slide processes on slopes, and causes of their manifestations, methods used to assess slope stability, and also anti-slide measures are discussed.
Publikováno v:
Soil Mechanics and Foundation Engineering. 38:105-108
The case of the deformation of a multistory tenement building on the slope of a ravine composed of soils prone to slump-type settlement is discussed. Measures taken to strengthen the foundations and slope, and results of observations on the effective
Publikováno v:
Soil Mechanics and Foundation Engineering. 38:14-19
Investigations are conducted on the stabilized settlements of ring foundations. The theoretical solution obtained enables us to speak of the expediency of ring foundations with use of the proposed method of determining the stress-strain state of the
Autor:
V. B. Shvets, L. K. Ginzburg
Publikováno v:
Soil Mechanics and Foundation Engineering. 36:113-116
Causes of the collapse of a slope in a self-contained residential neighborhood are examined. Measures taken as a result of rapidly performed research and developments are described, and recommendations are given for the prevention of this phenomenon
Autor:
V. B. Shvets, V. G. Shapoval
Publikováno v:
Soil Mechanics and Foundation Engineering. 35:47-50
Semi-empirical methods are proposed for calculation of the average settlements and tilts of large-dimension foundations for reactor compartments at nuclear power plants. The working diagram of a half-space is used with a conditional restriction place
Publikováno v:
Soil Mechanics and Foundation Engineering. 32:167-173
A new slide-restricting structure, whose behavioral characteristics during interaction with a displaceable soil mass are investigated under laboratory and field conditions, is addressed. Design formulas are proposed for determination of basic paramet
Autor:
V. G. Shapoval, V. B. Shvets
Publikováno v:
Soil Mechanics and Foundation Engineering. 31:177-180
An exact solution is obtained for the three-dimensional problem of the theory of seepage consolidation with axial symmetry, which is distinguished from familar approximate solutions by consideration of Poisson's ratio in computational equations. This
Autor:
V. B. Shvets, V. Ch. Marcos
Publikováno v:
Soil Mechanics and Foundation Engineering. 31:70-73
Peculiarities of the material composition and physicomechanical characteristics of specific swelling soils are discussed. The authors studied processes of swelling and shrinking and quantitative changes in the soils' properties as a result of these p
Publikováno v:
Soil Mechanics and Foundation Engineering. 32:207-209
A new method is analyzed for the reinforcement of foundations in weak saturated silty-clayey soils by the installation of built-in walls. The technology and experience gained with the method for the reinforcement of the strip foundations of two build