Issue: 1(20), 2012. Series: Multi-Topic

INTERACTION OF AXISYMMETRIC SHELL FOUNDATIONS AND SOIL FOUNDATION BED UNDER ECCENTRIC LOADING

UDK: 624.15

Bartolomey L. A., Tarasenko A. A., Pronozin Y. A., Melnikov R. V.

The paper considers the issues of numerical modeling of axisymmetric shell foundation on soil foundation bed under eccentric loading. Its work is compared to the work of plane round foundation and ring foundation.

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Other articles in section

UDK: 624.15
Chikishev V. M., Pronozin Y. A., Mironov V. V., Poroshin O. S.
TO THE ISSUE OF DEFORMABILITY OF SOIL FOUNDATION BED UNDER UNIFORM AND NON-UNIFORM LOADING
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UDK: 624.15
Chikishev V. M., Pronozin Y. A., Maltsev L. Y., Zazulya Y. V., Stepanov M. A.
CALCULATIVE-AND-EXPERIMENTAL JUSTIFICATION FOR APPLYING PILE-AND-SHELL FOUNDATION IN HIGH-RISE CONSTRUCTION
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UDK: 624.131
Bogomolova O. A., Yechevsky A. V., Babakhanov B. S., Shiyan S. I.
ENGINEERING METHOD FOR STABILITY ANALYSIS OF LOADED SLOPES
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UDK: 624.131
Bogomolova O. A., Vayngolts A. I., Kalinovski S. A., Babakhanov B. S., Nesterov R. S., Torshin D. P., Ivanov A. S.
ANALYSIS OF STRESSED AND DEFORMED CONDITION OF TWO-LAYERED BASIN OF UNSUNKEN BANDED FOUNDATION CAUSED BY EQUALLY DISTRIBUTED STRIP LOADING
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UDK: 539.3
Panin A. N.
DEFORMATION OF SHALLOW RIBBED SHELLS UNDER THE CONDITIONS OF PHYSICAL NONLINEARITY AND CREEP OF CONCRETE
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