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

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

UDK: 624.151.5

Chunyuk D. Y., Yarnykh V. F.

The article deals with changes in the stress-deformed state of soil massif with uneven foundation slab loading during the phased construction of buildings and structures.

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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
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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
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UDK: 624.131
Bogomolov A. N., Prokopenko A. V.
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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