SHEAR STRENGTH OF SOILS FROM THE DOBKOVICKY LANDSLIDE IN THE CENTRAL BOHEMIAN UPLANDS DETERMINATED BY LABORATORY TESTS

Authors

  • Jakub Roháč Charles University, Faculty of Science, Albertov 6, Prague Czech Geological Survey, Klárov 3, Prague
  • Petr Kycl Charles University, Faculty of Science, Albertov 6, Prague
  • Jan Boháč Charles University, Faculty of Science, Albertov 6, Prague
  • David Mašín Charles University, Faculty of Science, Albertov 6, Prague

DOI:

https://doi.org/10.14311/APP.2017.10.0048

Keywords:

Laboratory tests, the Dobkovicky landslide, shear strength

Abstract

The aim of this paper is to evaluate soil shear strength from the Dobkovicky landslide. The landslide was activated on June 6, 2013 after heavy rains and the D8 motorway, which was under construction at the time, was damaged. The laboratory tests were carried out on two types of soils, clay and tuff, both from the surface of the rupture. Critical and residual friction angles were evaluated on both types of soils.

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Published

2017-10-15

How to Cite

Roháč, J., Kycl, P., Boháč, J., & Mašín, D. (2017). SHEAR STRENGTH OF SOILS FROM THE DOBKOVICKY LANDSLIDE IN THE CENTRAL BOHEMIAN UPLANDS DETERMINATED BY LABORATORY TESTS. Acta Polytechnica CTU Proceedings, 10, 48–51. https://doi.org/10.14311/APP.2017.10.0048

Issue

Vol. 10 (2017): 44th CONFERENCE FOUNDATION ENGINEERING BRNO 2016

Section

Articles