Issue: 3(34), 2014. Series: Multi-Topic

ABOUT DISTRIBUTION OF ZERO OF TANGENTIAL NORMAL STRESS

UDK: 624.131

Ushakov A. N.

In the article received are the formulas allowing to calculate zero of tangential normal stress by the values of one of the coefficients of the displaying function, the parameters defining geometrical structure of forms of sections of mine working and physical and mechanical properties of mountain massif. The conditions allowing to define the quantity and the arrangement of zero of tangential normal stress are defined. The received ratios are illustrated by examples.

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