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

ANALYSIS OF THE INFLUENCE OF DIFFERENT TYPES OF REINFORCEMENT ON THE DEFORMATION CHARACTERISTICS OF CLAY SOILS

UDK: 624.138

Bogomolov A. N., Ponomarev A. B., Mashchenko A. V., Kuznetsova A. S.

This paper presents the results of compression tests of clay specimens with varying consistency reinforced by various types of geosynthetic materials. The analysis of the effect of different reinforcement technologies on the deformation characteristics of soil is performed.

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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
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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
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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
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