A simple model for passive failure compression structure at the toe of landslide

Landslide Science and Practice: Spatial Analysis and Modelling

Volumn 3, Issue , 2013, Pages 177-181

  Doglioni, Angelo ^a   Galeandro, Annalisa ^a   Simeone, Vincenzo ^a  

^a POLITECNICO DI BARI   (Italy)

Author keywords

Infinite slope; Landslide toe; Passive failure; Passive toe thrust; Toe landslide compression structure

Indexed keywords

LANDSLIDES; SAFETY FACTOR;

ANALYTIC MODELING; COMPRESSION STRESS; FACTOR OF SAFETY; INFINITE SLOPE; LONGITUDINAL DIMENSION; SIMPLE MODELING; STABILITY ANALYSIS; TOE THRUSTS;

FAILURE (MECHANICAL);

EID: 84879306034     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1007/978-3-642-31310-3_24     Document Type: Conference Paper

References (7)

1. Lancellotta R (2004) Geotecnica. Zanichelli Ed, Bologna, 496p. ISBN 8808076
2. Savage WZ, Smith WK (1986) A model for the plastic flow of landslides: U.S. Geological Survey professional paper 1385
3. Savage W, Wasowski J (2006) A plastic flow model for the Acquara- Valdoncello landslide in Senerchia, Southern Italy. Eng Geol 83:4-21
4. Sdao F, Simeone V (1996) Fasi di attivazione e maturità geomorfologica di due frane tipo colata nei pressi di Campomaggiore vecchio (Basilicata). Geol Appl e Idrogeol 21:153-168
5. Sdao F, Simeone V (1997) Activation phases and geomorphic maturity of two earth-flow slides in Southern Italy. Landslide News 10:25-27
6. Simeone V, Sdao F (2002) Modelling of the geomorphic characteristics of the toe accumulation zone of earth-flow landslides. In: Proceedings of 9th congress of the international association for engineering geology and environment (IAEG 2002), Durban, 16-20 Sept 2002, pp 1360-1367
7. Urciuoli G (2002) Strains preceding failure in infinite slopes. Int J Geomech 2(1):93-112