Abstract
The paper considers one of the methods for studying the general stability of soil boards, trenches and ditches. An analytical expression is given for calculating the stability coefficient of a soil massif, taking into account, in addition to its own weight, also the "surcharge" from adjacent structures (buildings), the angle of internal friction and the adhesion force of a multilayer soil massif in the "sides". The round-cylindrical sliding surface method is applied.
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More From: Bulletin of Kazakh Leading Academy of Architecture and Construction
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