Revisiting strength concepts and correlations with soil index properties: insights from the Dobkovičky landslide in Czech Republic
Autor: | Jakub Roháč, Petr Kycl, Jan Najser, Gianvito Scaringi, Jan Boháč |
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Rok vydání: | 2019 |
Předmět: |
021110 strategic
defence & security studies Soil test 0211 other engineering and technologies Stability (learning theory) Empirical modelling Sample (statistics) Landslide 02 engineering and technology Geotechnical Engineering and Engineering Geology Residual Slope stability Econometrics Shear strength (discontinuity) 021101 geological & geomatics engineering Mathematics |
Zdroj: | Landslides. 17:597-614 |
ISSN: | 1612-5118 1612-510X |
Popis: | Critical and residual states are key soil conditions relevant to slope stability. Evaluating the available shear strength in relation to these conditions is crucial for reliable stability analyses. However, limited availability of direct measurements in the usual engineering practice makes such evaluation seldomly straightforward. The issue is sometimes alleviated by utilising empirical correlations with soil index properties, more easily determinable, yet much care is needed in applying generic correlations to specific materials, as the related uncertainties might override their predictive capability. By analysing soil samples from the Dobkovicky landslide in Czech Republic, we discuss the extent to which some established correlations can be misleading, but also that relationships calibrated on site-specific data are not necessarily performing better. We then demonstrate that empirical models may fail to capture correlations if the sample set is rather homogeneous and noise from reasonable experimental uncertainties is introduced. Finally, we provide some guidelines on the use of different soil strength parameters, laboratory tests, and empirical relationships for slope stability analyses in engineering practice. |
Databáze: | OpenAIRE |
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