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Some foundation stability problems of the railway bridge over the Mala Rijeka
Authors:Ž. Radosavljević  O. Marković
Affiliation:(1) "ldquo"Jaroslav "Ccaron"erni"rdquo" Institute for Development of Water Resources, Bulevar vojvode Misi"cacute"a 43, YU-11000 Beograd, Yugoslavia
Abstract:SummarySome Foundation Stability Problems of the Railway Bridge over the Mala Rijeka The authors presented an outlay of problems occurring in estimating the stability of rocky slopes loaded by large vertical forces. General attitudes, kept by the authors during the stability analysis for an actual case — foundation of piers No. 3 and 4 of the railway bridge across the Mala Rijeka, are also presented. The results of calculation as well as the advantages of the approach applied are outlined in the paper. Finally, general conclusions are drawn regarding the method to be kept in solving the stability of slopes loaded by large artificial loading.With 7 Figures
Keywords:Slope stability (overall, partial)  structure composed of foundations and rock mass  load distribution  discontinuity  estimate methodology  prestressed anchors
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