METHOD OF INVESTIGATION OF THE GENERAL STABILITY OF SOIL BOARDS, TRENCHES AND DITCHES

S. Akhmediev, M. Bakirov, G. Tazhenova, V. Mikhailov, I. Kuanov
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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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土板、沟、沟一般稳定性的研究方法
本文提出了一种研究土板、沟、沟一般稳定性的方法。本文给出了计算土体稳定系数的解析表达式,该表达式除考虑土体自重外,还考虑了相邻结构(建筑物)的“附加荷载”、内摩擦角和多层土体“边”的附着力。采用圆筒形滑动面法。
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