Stability conditions of the Vistula Valley attained by a multivariate approach – a case study from the Warsaw Southern Ring Road

Published Online: Jan 22, 2016

Page range: 249 - 260

Received: Jul 22, 2015

Accepted: Nov 02, 2015

DOI: https://doi.org/10.1515/logos-2015-0020

Keywords

slope stability, engineering geology modelling, shear strength parameters, glacial tills, Central Poland

© 2015 Łukasz Kaczmarek et al., published by De Gruyter Open

This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 3.0 License.