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.
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