Abstract
Numerical modelling techniques can be used in conjunction with detailed site investigation and slope monitoring to gain a better understanding of the factors controlling the deformation or failure mechanism of a particular slope. A wide range of numerical modelling techniques are also available to assess the post-failure behaviour of mass movements. The numerical modelling techniques for the pre- or post-failure behaviour of a landslide can be based on empirical relationships, continuum mechanics, or discontinuum mechanics. These techniques have been calibrated based on numerous back-analysis of various mass movement types and can now be used as a numerical laboratory to evaluate the mechanical behaviour of landslide for a variety of scenarios.
Access this chapter
Tax calculation will be finalised at checkout
Purchases are for personal use only
Similar content being viewed by others
References
Agliardi F, Crosta GB (2014) Long- and short-term controls on the Spriana rockslide (Central Alps, Italy). In: Sassa K et al (eds) Landslide science for a safer geoenvironment. Springer, Heidelberg
Chen Z, Hu X (2014) Determination of the effective computing region for rock slope stability based on seismic wave theory. In: Sassa K et al (eds) Landslide science for a safer geoenvironment. Springer, Heidelberg
Chen C, He K, Li T (2014) Numerical simulation on the deformation and failure of the slope treated by building by cave dwellings. In: Sassa K et al (eds) Landslide science for a safer geoenvironment. Springer, Heidelberg
Frigerio G, Castellanza R, Crosta GB, di Prisco C (2014) Modelling rockslide displacement with delayed plasticity. In: Sassa K et al (eds) Landslide science for a safer geoenvironment. Springer, Heidelberg
Hu X, Stead D, Zhai L, Kong D (2014) Engineering geology and numerical modelling of a steep rock slope for Ensi-Qianjiang expressway, China. In: Sassa K et al (eds) Landslide science for a safer geoenvironment. Springer, Heidelberg
Jiang S, Wen B, Zhao C, Li R (2014) Factors controlling kinematic behavior of a huge slope-moving landslide in China. In: Sassa K et al (eds) Landslide science for a safer geoenvironment. Springer, Heidelberg
Tiwari B, Kawai K, Viradeth P (2014) Numerical modelling deformation for partially saturated slopes subjected to rainfall. In: Sassa K et al (eds) Landslide science for a safer geoenvironment. Springer, Heidelberg
Twin HW, Kristyanto I, Muslim D, Hirnawan F (2014) Feasibility study of dumping area on bearing capacity and slope stability analysis. In: Sassa K et al (eds) Landslide science for a safer geoenvironment. Springer, Heidelberg
Wakai A, Cai F, Ugai K, Soda T (2014) Finite element simulation for and earthquake-induced catastrophic landslide considering strain-softening characteristics of sensitive clays. In: Sassa K et al (eds) Landslide science for a safer geoenvironment. Springer, Heidelberg
Author information
Authors and Affiliations
Corresponding author
Editor information
Editors and Affiliations
Rights and permissions
Copyright information
© 2014 Springer International Publishing Switzerland
About this paper
Cite this paper
Brideau, MA. (2014). Introduction: Application of Numerical Modelling Techniques to Landslides. In: Sassa, K., Canuti, P., Yin, Y. (eds) Landslide Science for a Safer Geoenvironment. Springer, Cham. https://doi.org/10.1007/978-3-319-05050-8_37
Download citation
DOI: https://doi.org/10.1007/978-3-319-05050-8_37
Published:
Publisher Name: Springer, Cham
Print ISBN: 978-3-319-05049-2
Online ISBN: 978-3-319-05050-8
eBook Packages: Earth and Environmental ScienceEarth and Environmental Science (R0)