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Analysis of slope stability using conventional methods

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Języki publikacji
EN
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EN
The paper deals with the assessment of slope stability on the road II / 595 near the village Zlatno. The assessment of slope stability was made before and after the landslide caused by floods in 2010. For proposal for a comprehensive assessment and possible remedial action is necessary to know the geological conditions and choose the appropriate method to assess slope stability. The calculation of factor of safety was made using GEO 5 software. The critical factors of safety have been determined by Petterson, Bishop and Sarma Methods. We analyzed possibilities to using these methods for assessment of slope stability. The Sarma Method is more appropriate for this calculation.
Twórcy
  • Technical University of Košice, Faculty of Civil Engineering, Institute of Structural Engineering, Vysokoškolská 4, 042 00 Košice, +421 55 602 4178
  • Technical University of Košice, Faculty of Civil Engineering, Institute of Structural Engineering, Vysokoškolská 4, 042 00 Košice, +421 55 602 4268
  • Technical University of Košice, Faculty of Civil Engineering, Institute of Structural Engineering, Vysokoškolská 4, 042 00 Košice, +421 55 602 4168
  • Technical University of Košice, Faculty of Civil Engineering, Institute of Structural Engineering, Vysokoškolská 4, 042 00 Košice, +421 55 602 4249
Bibliografia
  • [1] Ishibashi I., Hazarika H. Soil mechanics Fundamentals, CRC Press, Taylor & Francis Group, 2010.
  • [2] INGEO-IGHP, s.r.o. Remediation of landslides on the road. 2011. (in slovak).
  • [3] Panulinová E., Harabinová S. Methods for analyzing the stability of an earthen dam slope. Advanced Material Research, Vol. 969, pp. 245-248, 2014.
  • [4] STN 72 1001 Classification of soils and rocks. 2010.
  • [5] STN-EN 1997-1. Eurocode 7. Geotechnical design, Part 1: General rules. 2005.
  • [6] GEO 5 software © Fine Ltd.
Uwagi
Opracowanie rekordu w ramach umowy 509/P-DUN/2018 ze środków MNiSW przeznaczonych na działalność upowszechniającą naukę (2019).
Typ dokumentu
Bibliografia
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bwmeta1.element.baztech-6c96b2b9-35d3-4c80-b14c-9108b99fd84a
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