Budownictwo i Inżynieria Środowiska
2018.049, DOI: 10.7862/rb.2018.49
ANALYSIS OF SLOPE STABILITY USING CONVENTIONAL METHODS
Slávka HARABINOVÁ, Eva PANULINOVÁ, Eva KORMANÍKOVÁ, Kamila KOTRASOVÁ
Submitted by: Artur Szalacha
DOI: 10.7862/rb.2018.49
Abstract
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.
References
[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.
About this Article
TITLE:
ANALYSIS OF SLOPE STABILITY USING CONVENTIONAL METHODS
AUTHORS:
Slávka HARABINOVÁ (1)
Eva PANULINOVÁ (2)
Eva KORMANÍKOVÁ (3)
Kamila KOTRASOVÁ (4)
AUTHORS AFFILIATIONS:
(1) Technical University of Košice
(2) Technical University of Košice
(3) Technical University of Košice
(4) Technical University of Košice
SUBMITTED BY:
Artur Szalacha
JOURNAL:
Budownictwo i Inżynieria Środowiska
2018.049
KEY WORDS AND PHRASES:
assessment of slope stability, landslide, factor of safety, road
FULL TEXT:
http://doi.prz.edu.pl/pl/pdf/biis/1047
DOI:
10.7862/rb.2018.49
URL:
http://dx.doi.org/10.7862/rb.2018.49
COPYRIGHT:
Publishing House of Rzeszow University of Technology Powstańców Warszawy 12, 35-959 Rzeszow