Some problems of a reliable team working of system coverage - construction surveyed depending on magnitude of shrinkage strains at stage of hardening of coverage. The results of an experimental estimation of shrinkage strains are reduced depending on the contents of separate components, which go into composition of coverage. The conducted alpha tests of a two-layer system, as concrete is model 3 by the put coverage by width from 3 up to 10 mm, have confirmed a feasibility of a technique of calculation of fractures of such system on the basis of appropriate to design model and relations.
Przedstawiono wyniki obliczeń stateczności skarp istniejącego składowiska, ustabilizowanych uszczelniającymi warstwami pokrycia. Omówiono rozwiązanie i zasady obliczania zabezpieczenia antypoślizgowego tych warstw.
EN
The results of calculation stability of heavy inclined slopes, stabilized by multilayer covering are presented.
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