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

TO THE ISSUE OF DEFORMABILITY OF SOIL FOUNDATION BED UNDER UNIFORM AND NON-UNIFORM LOADING

UDK: 624.15

Chikishev V. M., Pronozin Y. A., Mironov V. V., Poroshin O. S.

The paper considers the influence of the character of loading on the deformations of the soil foundation bed. It was revealed that, when designing a mat foundation, it is necessary to seek such distribution of foundation stiffness and, hence, the distribution of contact pressure, that allows reducing structure settlement values.

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Other articles in section

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: 624.15
Bartolomey L. A., Tarasenko A. A., Pronozin Y. A., Melnikov R. V.
INTERACTION OF AXISYMMETRIC SHELL FOUNDATIONS AND SOIL FOUNDATION BED UNDER ECCENTRIC LOADING
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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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