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

CALCULATIVE-AND-EXPERIMENTAL JUSTIFICATION FOR APPLYING PILE-AND-SHELL FOUNDATION IN HIGH-RISE CONSTRUCTION

UDK: 624.15

Chikishev V. M., Pronozin Y. A., Maltsev L. Y., Zazulya Y. V., Stepanov M. A.

The paper considers the method for the construction of pile-and-shell foundation under high-rise buildings, applying shells prestressing and initial compression of soil foundation bed.

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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
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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