Three-dimensional modelling of rotational slope failures with GRASS GIS

Landslide Science and Practice: Spatial Analysis and Modelling

Volumn 3, Issue , 2013, Pages 359-366

  Mergili, Martin ^a   Fellin, Wolfgang ^b  

^a UNIVERSITY OF NATURAL RESOURCES AND LIFE SCIENCES   (Austria)

^b UNIVERSITY OF INNSBRUCK   (Austria)

Author keywords

Factor of safety; GRASS GIS; Slope stability models

Indexed keywords

LANDSLIDES; PHILOSOPHICAL ASPECTS; SAFETY FACTOR; SLOPE PROTECTION;

COMPLEX TERRAINS; FACTOR OF SAFETY; GRASS GIS; INFINITE SLOPE STABILITIES; LONGITUDINAL SECTION; STABILITY MODELS; THREE DIMENSIONAL MODELLING; THREE-DIMENSIONAL MODEL;

GEOGRAPHIC INFORMATION SYSTEMS;

EID: 84894920811     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1007/978-3-642-31310-3_49     Document Type: Conference Paper

References (15)

1. Corominas J, Copons R, Vilaplana JM, Altamir J, Amigó J (2003) Integrated landslide susceptibility analysis and hazard assessment in the principality of Andorra. Nat Hazards 30:421-435
2. Duncan JM, Wright SG (2005) Soil strength and slope stability. Wiley, Hoboken
3. Godt JW, Baum RL, Savage WZ, Salciarini D, Schulz WH, Harp EL (2008) Transient deterministic shallow landslide modeling: requirements for susceptibility and hazard assessments in a GIS framework. Eng Geol 102(3-4):214-226
4. GRASS Development Team (1999-2007) GRASS GIS reference manual. http://grass.itc.it/
5. Griffiths DW, Huang J, de Wolfe GF (2011) Numerical and analytical observations on long and infinite slopes. Int J Numer Anal Method Geomech 35:569-585
6. Kolymbas D (2007) Geotechnik: Bodenmechanik und Grundbau. Springer, Berlin/Heidelberg
7. Matsui T, San KC (1992) Finite element slope stability analysis by shear strength reduction technique. Soils Found 32(1):59-70
8. Milledge D, Griffiths V, Warburton J, Lane S (2011) Can we use the infinite slope model within catchment scale landslide models given its landslide length assumption? Geophys Res Abstr 13: EGU2011-EGU3127
9. Pack RT, Tarboton DG, Goodwin CN (1998) The SINMAP approach to terrain stability mapping. In: Proceedings of the 8th congress of the international association of engineering geology, Vancouver, BC.
10. Schneider-Muntau B, Fellin W (2005) Fallstudie Mure Nals - Untersuchung des Muranbruchs mittels Standsicherheitsberech-nung. Ö sterreichische Ingenieur- und Architektenzeitschrift 150:42-45
11. Van Westen CJ (2000) The modelling of landslide hazards using GIS. Surv Geophys 21:241-255
12. Van Westen CJ, Van Asch TWJ, Soeters R (2006) Landslide hazard and risk zonation - why is it still so difficult? Bull Eng Geol Environ 65:167-184
13. Wilkinson PL, Anderson MG, Lloyd DM (2002) An integrated hydrological model for rain-induced landslide prediction. Earth Surf Process Landf 27:1285-1297
14. Xie M, Esaki T, Zhou G, Mitani Y (2003) Three-dimensional stability evaluation of landslides and a sliding process simulation using a new geographic information systems component. Environ Geol 43:503-512
15. XieM, Esaki T, QiuC,WangC(2006) Geographical information systembased computational implementation and application of spatial threedimensional slope stability analysis. Comput Geotech 33:260-274