Models for landslide behaviour with large displacements by the particle flow code

Felsbau

Volumn 24, Issue 2, 2006, Pages 31-37

  Preh, Alexander ^a   Poisel, Rainer ^a  

^a VIENNA UNIVERSITY OF TECHNOLOGY   (Austria)

Author keywords

[No Author keywords available]

Indexed keywords

FAILURE MECHANISM; LANDSLIDE; MASS MOVEMENT; NUMERICAL MODEL;

EID: 33646135992     PISSN: 01746979     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (6)

1. Poisel, R.; Preh, A.: Rock slope initial failure mechanisms and their mechanical models. Felsbau 22 (2004), No. 2, pp. 40-45.
2. Zienkiewicz, O.C.; Humpheson, C.; Lewis, R.W.: Associated and non-associated visco-plasticity and plasticity in soil mechanics. Geotechnique 25 (1975), No. 4, pp. 671-689.
3. Silberbauer, J.: Geomechanische Modeliversuche zum Zerbrechen und Zergleiten starrer Felsmassen auf weicher Unterlage. Master's thesis. Vienna University of Technology, 1987.
4. Zettler, A.: Geomechanische Untersuchungen zur Standsicherheit der Südflanke des Reißkofels in Kärnten. Master's thesis. Vienna University of Technology, 1992.
5. Lang, T.: Numerische Untersuchungen zur Hangstabilität im Galgenwald bei Murau/Steiermark. Master's thesis. Vienna University of Technology, 2002.
6. Cavers, D. S.: Simple Methods to Analyse Buckling of Rock Slopes. Rock Mechanics 14 (1981), pp. 87-104.