Skip to main content

Simulation of a Rapid and Long-Travelling Landslide Using 2D-RAPID and LS-RAPID 3D Models

  • Conference paper
  • First Online:
Landslide Science for a Safer Geoenvironment
  • 1961 Accesses

Abstract

In this study, two process-based computer numerical models for simulating the generation and propagation of landslide are developed by integrating the initiation process triggered by rainfalls and/or earthquakes and the development process to a rapid motion due to strength reduction and the entrainment of deposits in the runout path. Among them, the 2D-RAPID model is a two dimensional model and LS-RAPID 3D Model is a three dimensional model. Both of them were developed from the geotechnical model for the motion of landslides and its improved simulation model and new knowledge obtained from a new dynamic loading ring shear apparatus. The aim of this study is to validate and compare these two models. For this purpose, the two models were applied in a rapid and long-traveling landslide, which occurred on 17 February 2006 in the southern part of Leyte Island, Philippines and caused 154 confirmed fatalities, and with an additional 990 people missing in the debris. For comparison, all the parameters used in the 2D landslide model are using the same values used in the 3D landslide model. As simulation results, the application of these two simulation models could reproduce well the initiation and the rapid long runout motion of the Leyte landslide. However, for the deposition area, the 2D landslide model resulted in a higher and narrower mass volume than the 3D landslide model. Moreover, the 2D-RAPID shows a simple process to handle the input and output database, which is easily understood and can be used in engineering application. In addition, the LS-RAPID 3D Model shows an excellent interface for rainfall or/and earthquake induced landslide with spatially distributed complex topographic data. The distributional information of soil parameter can be set and the 3D view of the calculated landslide initiation and runout can be successfully achieved in LS-RAPID 3D Model. Thus, each of these different dimensional landslide models has its respective advantages and disadvantages depending on the target study area and the type of the area.

This is a preview of subscription content, log in via an institution to check access.

Access this chapter

Chapter
USD 29.95
Price excludes VAT (USA)
  • Available as PDF
  • Read on any device
  • Instant download
  • Own it forever
eBook
USD 169.00
Price excludes VAT (USA)
  • Available as EPUB and PDF
  • Read on any device
  • Instant download
  • Own it forever
Softcover Book
USD 219.99
Price excludes VAT (USA)
  • Compact, lightweight edition
  • Dispatched in 3 to 5 business days
  • Free shipping worldwide - see info
Hardcover Book
USD 219.99
Price excludes VAT (USA)
  • Durable hardcover edition
  • Dispatched in 3 to 5 business days
  • Free shipping worldwide - see info

Tax calculation will be finalised at checkout

Purchases are for personal use only

Institutional subscriptions

References

  • Araiba K, Nagura H, Jeong B, Koarai M, Sato H, Osanai N, Itoh H, Sassa K (2008) Topography of failed and deposited areas of the large collapse in Southern Leyte, Philippines occurred on 17 February 2006. In: Proceedings of the international conference on management of landslide hazard in the Asia-Pacific Region (Satellite symposium on the First World Landslide Forum). pp 434–443

    Google Scholar 

  • Catane SG, Cabria HB, Tomarong CP, Saturay RM, Zarco MA, Pioquinto WC (2007) Catastrophic rockslide-debris avalanche at St. Bernard, Southern Leyte, Philippines. Landslides 4(1):85–90

    Article  Google Scholar 

  • Cala M, Flisiak J, Tajdus A (2006) Slope stability analysis with FLAC in 2D and 3D. In: Proceedings of the 4th international FLAC symposium on numerical modeling in the geomechanics, Madrid, Paper (01-02)

    Google Scholar 

  • Claessens L, Schoorl J, Veldkamp A (2007) Modeling the location of shallow landslides & their effects on landscape dynamics in large watersheds: application for Northern New Zealand. Geomorphology 87(1–2):16–27

    Article  Google Scholar 

  • Cornforth D (2005) Landslides in practice: Investigation, analysis, and remedial/preventative options in soils. Wiley, Hoboken, NJ

    Google Scholar 

  • Dawson E, Roth W (1999) Slope stability analysis with FLAC. In: Detournay C, Hart R (eds) FLAC and numerical modeling in geomechanics. Proceedings of the inter-national symposium, Minneapolis, MN, USA, 1–3 September. Balkema, Rotterdam, pp 3–9

    Google Scholar 

  • Eberhardt E, Stead D, Coggan J, Willenberg H (2002) An integrated numerical analysis approach applied to the Randa rockslide. In: Proceedings of 1st European conference on landslides, 24–26 June 2002, Prague, Czech Republic, pp. 355–362

    Google Scholar 

  • Hürlimann M, Ledesma A, Marti J (2002) Geotechnical analysis of large volcanic landslides. The La Orotava events on Tenerife, Canary Islands. In: Rybar J, Stemberek J, Wagner P (eds) Landslides. Swets & Zeitlinger, Lisse, pp 571–577

    Google Scholar 

  • Jia N, Mitani Y, Xie M, Djamaluddin I (2012) Shallow landslide hazard assessment using a three-dimensional deterministic model in a mountainous area. Comput Geotech 45:1–10

    Article  Google Scholar 

  • Konietzky H, Lorenz K, Witter W (2004) Complex 3D landslide simulation. In: Lacerda WA, Ehrlich M, Fontoura AB, Sayao A (eds) Landslides: evaluation and stabilization. Taylor & Francis, London, pp 1053–1059

    Google Scholar 

  • Liu CN, Wu CC (2008) Integrating GIS and stress transfer mechanism in mapping rainfall-triggered landslide susceptibility. Eng Geol 101(1–2):60–74

    Article  Google Scholar 

  • Sassa K, Wang G, Fukuoka H, Wang W, Ochiai T, Sugiyama M, Sekiguchi T (2004) Landslide risk evaluation and hazard zoning for rapid and long-travel landslide in urban development areas. Landslides 1(3):221–235

    Article  Google Scholar 

  • Sassa K, Fukuoka H, Wang FW, Wang GH (2007) Landslides induced by a combined effects of earthquake and rainfall. In: Sassa K, Fukuoka H, Wang F, Wang G (eds) Progress in landslide science. Springer, Berlin, pp 311–325

    Chapter  Google Scholar 

  • Sassa K, Fukuoka H, Solidum R, Wang G, Marui H, Furumura T, Wang F (2008) Mechanism of the initiation and motion of the 2006 Leyte landslide, Philippines. In: Proceedings of the international conference-workshop “Guinsaugon 2008 – Living with Landslides (in CD)

    Google Scholar 

  • Sassa K, Nagai O, Solidum R, Yamazaki Y, Ohta H (2010) An integrated model simulating initiation & motion of earthquake-rain induced rapid landslides & its application to 2006 Leyte landslide. Landslides 7–3:219–236

    Article  Google Scholar 

  • Yu Y, Xie L, Zhang B (2005) Stability of earth-rockfill dams: influence of geometry on the three-dimensional effect. Comput Geotech 32:326–339

    Article  Google Scholar 

  • Zettler AH, Poisel R, Roth W, Preh A (1999) Slope sta-bility based on the shear reduction technique in 3D. In: Detournay C, Hart R (eds) Proceedings of FLAC and numerical modeling in geomechanics symposium, Minneapolis, MN, USA, 1–3 September. pp 11–16

    Google Scholar 

Download references

Acknowledgments

This work is funded by “One Hundred Talents Program” of Chinese Academy of Sciences. The authors also thank the support by the JSPS Grant-in-Aid.

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Bin He .

Editor information

Editors and Affiliations

Rights and permissions

Reprints and permissions

Copyright information

© 2014 Springer International Publishing Switzerland

About this paper

Cite this paper

He, B., Sassa, K., Nagai, O., Takara, K. (2014). Simulation of a Rapid and Long-Travelling Landslide Using 2D-RAPID and LS-RAPID 3D Models. In: Sassa, K., Canuti, P., Yin, Y. (eds) Landslide Science for a Safer Geoenvironment. Springer, Cham. https://doi.org/10.1007/978-3-319-04999-1_67

Download citation

Publish with us

Policies and ethics