Issue: 4(35), 2014. Series: Multi-Topic

COMPARISON OF THE AREAS OF PLASTIC DEFORMATIONS CONSTRUCTED AT NONRIGID STRESS DISTRIBUTION IN FOUNDATION AND UNDER CONDITIONS OF MIXED TASK OF THE ELASTICITY THEORY AND THE SOIL PLASTICITY THEORY

UDK: 624.131

Bogomolov A. N., Prokopenko A. V.

The article provides the results of comparison of the areas of plastic deformations in cohesive basis of the buried tape foundation, built using the conditions of Coulomb strength and the analytical solution of mixed task of the elasticity theory and the soil plasticity theory. The illustrations allowing to estimate the depth of the development of exhaust deep into of the basis depending on the size of base width to the depth of its embedding and intensity of external influence are given. The pictures of the areas of the plastic deformations received by the authors of the article and other ones for conditions of elastic-plastic task are provided, and the comparison is carried out.

---

Other articles in section

UDK: 624.151.5
Chunyuk D. Y., Yarnykh V. F.
CHANGE OF STRESS-DEFORMED STATE OF BASE SOIL MASSIF TAKING INTO ACCOUNT PHASED CONSTRUCTION OF A BUILDING AND UNEVEN LOADING OF THE FOUNDATION AS A FACTOR OF GEOTECHNICAL RISK IN CONSTRUCTION
Go

UDK: 624.131
Bogomolov A. N., Tsvetkova E. V.
OPTIMUM SIZES OF CROSS SECTIONS OF VARIOUS DEVELOPMENTS AND GENERAL FORMULAS FOR THE DETERMINATION OF TANGENTIAL TENSION ON THEIR CONTOURS
Go

UDK: 624.138
Bogomolov A. N., Ponomarev A. B., Mashchenko A. V., Kuznetsova A. S.
ANALYSIS OF THE INFLUENCE OF DIFFERENT TYPES OF REINFORCEMENT ON THE DEFORMATION CHARACTERISTICS OF CLAY SOILS
Go

UDK: 622.261.2:539.4
Bogomolov A. N.
INFLUENCE OF THE SECTION SHAPE OF DERIVATIONAL TUNNEL THAT IS UNDER THE INFLUENCE OF GRAVITATION FORCES ON TENSION DISTRIBUTION ACROSS ITS CONTOUR
Go