STATECZNOŚĆ NASYPÓW DROGOWYCH FORMOWANYCH Z MIESZANEK PIASKOWO-POPIOŁOWYCH W REJONIE WROCŁAWIA

Andrzej Batog, Maciej Hawrysz

Abstract


THE STABILITY OF ROAD EMBANKMENTS CONSTRUCTED OF SAND-ASH MIXTURES IN THE WROCŁAW AREA

Abstract. The work concerns the possibility of safe construction of road embankments of anthropogenic soil material as a mixture of natural soil with waste (a mixture of ash and slag). The paper presents the parameters of such mixtures with particular regard to shear strength parameters and their dependence on compactibility parameters. Embankment slope stability analysis was performed using the existing computational approach given in the Polish legislation. The results were confronted with the approach for computing slope stability analysis implemented by Eurocode 7.


Keywords


stateczność skarp, grunty antropogeniczne, wytrzymałość na ścinanie.

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