In the article, interaction of foundations with foundation beds is described and represented on the basis of a general theory of mathematical modeling of large systems in performing three mathematical spaces: – qualitative characteristics; – discrete parameters (DP); – continuous parameters (CP). This representation was made for the first time in comparison with the known works devoted to the theory of interaction of foundations with foundation beds. We have developed the theory of mathematical modeling of large systems, including models of their interaction, of physical processes in the interaction and optimization mathematical models based on the vector criterion in performing three mathematical spaces. They are widely used in the f...
National audienceThis paper aims to develop an analytical model which can predict the building-relev...
Physical models are scaled representations of a full-scale physical system which can be applied to i...
The principles of calculating basis and foundation deformations according to the national and Europe...
This contribution presents a generalized conceptual model for the finite element solution of quasi-...
The artcle presents a dymanic model of a base of a structure that takes account of interal propertie...
Geotechnical practice deals with designing foundations and earth structures. Structure\ud –...
The physical properties of the artificial disjointed rock massifs (the filling massifs and arrays of...
The behavior of soils in the foundations of buildings and structures, as well as in ground structure...
In structural geology and tectonics, most fundamental advances have come through observation. Howeve...
In this thesis, a theoretical model of the mechanical behaviour of jointed rock masses is developed....
As an alternative to rigorous boundary-element solutions, simple physical models can be used to dete...
The purpose of this paper is to introduce some mathematical techniques which prove to be valuable in...
The article proves model sizes for modeling the interaction between tool and rock. The relevance of ...
The article discusses a method for finding the intensity of fracturing of a rock mass by mathematica...
Modeling in Geomechanics Edited by Musharraf Zaman The University of Oklahoma, USA Giancarlo Gioda P...
National audienceThis paper aims to develop an analytical model which can predict the building-relev...
Physical models are scaled representations of a full-scale physical system which can be applied to i...
The principles of calculating basis and foundation deformations according to the national and Europe...
This contribution presents a generalized conceptual model for the finite element solution of quasi-...
The artcle presents a dymanic model of a base of a structure that takes account of interal propertie...
Geotechnical practice deals with designing foundations and earth structures. Structure\ud –...
The physical properties of the artificial disjointed rock massifs (the filling massifs and arrays of...
The behavior of soils in the foundations of buildings and structures, as well as in ground structure...
In structural geology and tectonics, most fundamental advances have come through observation. Howeve...
In this thesis, a theoretical model of the mechanical behaviour of jointed rock masses is developed....
As an alternative to rigorous boundary-element solutions, simple physical models can be used to dete...
The purpose of this paper is to introduce some mathematical techniques which prove to be valuable in...
The article proves model sizes for modeling the interaction between tool and rock. The relevance of ...
The article discusses a method for finding the intensity of fracturing of a rock mass by mathematica...
Modeling in Geomechanics Edited by Musharraf Zaman The University of Oklahoma, USA Giancarlo Gioda P...
National audienceThis paper aims to develop an analytical model which can predict the building-relev...
Physical models are scaled representations of a full-scale physical system which can be applied to i...
The principles of calculating basis and foundation deformations according to the national and Europe...