Posouzení sesuvu svahu zářezu silnice I/58, vedoucí z Příboru do Kopřivnice

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Petrášová, Taťána

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Vysoká škola báňská - Technická univerzita Ostrava

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Abstract

The thesis deals with the assessment of landslide road cut – road I/58 leading from Příbor to Kopřivnice. The solved landslide road cut is located in stationing (at chainage) 3,050 km in the direction from Kopřivnice to Příbo, on branch J of the envelopment Příbor. The introduction explains the basic problems of the landslide, their distribution and causes of genesis. In the work is state description of the site, where is located the landslide and here are the results of geotechnical and geological exploration works, which were carried out (that has been carried out). On the basis of these documents were subsequently created the matematic models with using the software Plaxis 2D 2010. The aim of thesis is the total assessment of the slope stability according to the degree of safety, the assessment of the landslide road cut and the modeling expected behaviour of slope and then suggesting the possible stabilization measures.

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Import 04/02/2014

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gabion wall, geotechnical engineering, dreikanter, The finite element method (FEM), drainage, landslides, slope stability, slope breaking

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