Scientific and Technical Multi-Topic Internet Journal
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Internet-Vestnik VolgGASU
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Statistics on the author:
Bogomolova, Oksana Aleksandrovna
articles: 14

Yechevsky, Alexandr Valeryevich
articles: 1

Babakhanov, Boris Stanislavovich
articles: 3

Shiyan, Stanislav Ivanovich
articles: 8

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

ENGINEERING METHOD FOR STABILITY ANALYSIS OF LOADED SLOPES

UDK: 624.131

Bogomolova O. A., Yechevsky A. V., Babakhanov B. S., Shiyan S. I.

An engineering method is proposed for calculating the value of the stability coefficient of a homogeneous slope under the action of a uniformly distributed load of varying intensity, for width, and for its various placing on a slope. Simple graphs and formulas to perform the calculations with a sufficient degree of accuracy for engineering practice are given. The paper gives examples of calculations and the comparison of the calculation data with the data on the behavior of an actual object in reality.

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: 624.15
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., 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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