Please use this identifier to cite or link to this item: http://hdl.handle.net/10593/14136
Title: Stability conditions of the Vistula Valley attained by a multivariate approach – a case study from the Warsaw Southern Ring Road
Authors: Kaczmarek, Łukasz
Dobak, Paweł
Keywords: slope stability
engineering geology modelling
shear strength parameters
glacial tills
Central Poland
Issue Date: Dec-2015
Publisher: Instytut Geologii UAM
Citation: Geologos, 2015, 21, 4, pp. 249-260
Abstract: Localised landslide activity has been observed in the area of the plateau slope analysed, in the vicinity of the planned Warsaw Southern Ring Road. Using calculation models quantitative and qualitative evaluations of the impact of natural and anthropogenic load factors on slope stability (and hence, safety) are made. The present paper defines six stages of slope stability analysis, leading to an indication of optimum slope design in relation to the development planned. The proposed procedure produces a ranking of factors that affect slope stability. In the engineering geological conditions under consideration, the greatest factors impacting degradation and failure of slope stability are changes in soil strength due to local, periodic yielding and the presence of dynamic loads generated by intensification of road traffic. Calculation models were used to assess the impact of destabilisation factors and to obtain mutual equivalence with 3D-visualisation relations. Based on this methodology, various scenarios dedicated to specific engineering geological conditions can be developed and rapid stability evaluations of changing slope loads can be performed.
URI: http://hdl.handle.net/10593/14136
ISBN: 978-83-232187-4-6
ISSN: 1426-8981
Appears in Collections:Geologos, 2015, 21, 4

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