The paper focuses on determining foundation active zones and calculating foundation settlement which is the question of great scientific and practical interest. According to existing methodologies, researchers apply the theory of homogeneous isotropic linear-deformable medium to determine the deformation of soil foundations. In this study the authors propose to use the theory of soils compression seal and its one-dimensional problem solution to calculate the sediment of large base slabs. To justify this methodology, the authors specify the minimum size of foundation slabs. They analyze the Boussinesq's Formula and prove that compacting pressure is evenly distributed throughout the area of the slab bottom. The researchers delimit concepts of...
In the design of foundations for buildings and structures of various purposes, including improved ri...
The paper presents results of a numerical investigation on load capacity of the mixed bench and slab...
One of the controversial issues in geotechnical engineering is the bearing capacity of shallow found...
The paper focuses on determining foundation active zones and calculating foundation settlement which...
Calculation of compressed footings settlement is one of the most vital tasks of soil mechanics. The ...
Calculation of compressed footings settlement is one of the most vital tasks of soil mechanics. The ...
The article presents experimental and theoretical bases of overconsolidated soils deformation. The e...
This article presents a solution for the quantitative evaluation of the stress–strain state (SSS) an...
The article considers study of influence of coefficient ksl on subsidence value. In course of study,...
The article considers study of influence of coefficient ksl on subsidence value. In course of study,...
In geotechnical and road engineering, it is quite common to encounter ground represented by a layere...
The paper presents results of a numerical investigation on load capacity of the mixed bench and slab...
AbstractThe article presents the results of the depth study of compressible thickness of the base in...
In the design of foundations for buildings and structures of various purposes, including improved ri...
In the design of foundations for buildings and structures of various purposes, including improved ri...
In the design of foundations for buildings and structures of various purposes, including improved ri...
The paper presents results of a numerical investigation on load capacity of the mixed bench and slab...
One of the controversial issues in geotechnical engineering is the bearing capacity of shallow found...
The paper focuses on determining foundation active zones and calculating foundation settlement which...
Calculation of compressed footings settlement is one of the most vital tasks of soil mechanics. The ...
Calculation of compressed footings settlement is one of the most vital tasks of soil mechanics. The ...
The article presents experimental and theoretical bases of overconsolidated soils deformation. The e...
This article presents a solution for the quantitative evaluation of the stress–strain state (SSS) an...
The article considers study of influence of coefficient ksl on subsidence value. In course of study,...
The article considers study of influence of coefficient ksl on subsidence value. In course of study,...
In geotechnical and road engineering, it is quite common to encounter ground represented by a layere...
The paper presents results of a numerical investigation on load capacity of the mixed bench and slab...
AbstractThe article presents the results of the depth study of compressible thickness of the base in...
In the design of foundations for buildings and structures of various purposes, including improved ri...
In the design of foundations for buildings and structures of various purposes, including improved ri...
In the design of foundations for buildings and structures of various purposes, including improved ri...
The paper presents results of a numerical investigation on load capacity of the mixed bench and slab...
One of the controversial issues in geotechnical engineering is the bearing capacity of shallow found...