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Framework for probabilistic assessment of landslide: a case study of El Berrinche

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Abstract

Slope failure or landslide is a complex geological/geotechnical problem that involves much uncertainty. In this work, a framework for probabilistic assessment of landslide is presented with a focus on the El Berrinche landslide, Honduras. One unique feature of this case study involving the El Berrinche landslide is that the stability analysis has to be carried out with limited data. Another challenge in this study is to assess possible remedial measures in a way that can easily be communicated to the government and the public. A reliability-based framework for a probabilistic assessment is proposed. With this approach, different levels of risk for landslide are assessed and the associated costs are estimated; and all information is integrated into the decision-making process for choosing a remedial action.

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References

  • Carroll C (2005) In hot water. National Geographic Magazine, August 2005

  • Chowdhury R, Flentje P (2005) Role of slope reliability analysis in landslide risk management. Eng Geol 62:41–46

    Google Scholar 

  • Christian JT, Ladd CC, Baecher GB (1994) Reliability applied to slope stability analysis. J Geotech Eng ASCE 120(12):2180–2207

    Article  Google Scholar 

  • Collins BD, Znidarcic D (2004) Stability analyses of rainfall induced landslides. J Geotech Geoenviron Eng ASCE 130(4):362–372

    Article  Google Scholar 

  • Duncan JM (2000) Factors of safety and reliability in geotechnical engineering. J Geotech Geoenviron Eng ASCE 126(4):307–316

    Article  Google Scholar 

  • El-Ramly H, Morgenstern NR, Cruden DM (2002) Probabilistic slope stability analysis for practice. Can Geotech J NRC 39(3):665–683

    Article  Google Scholar 

  • Flores R, Kung G, Juang CH (2007) El Berrinche landslide. In: Proceedings first north American landslide conference, AEG, ASCE, ARMA, CGS, technical session, vol 75. Vail, Colorado, June 2007, pp 95–112 (note: R. Flores is now Raul Flores Peñalba)

  • Georgiannou VN, Burland JB (2006) A laboratory study of slip surface formation in an intact natural stiff clay. Géotechnique 56(8):551–559

    Article  Google Scholar 

  • Greenwood JR, Norris JE, Wint J (2006) Site investigation for the effects of vegetation on ground stability. Geotech Geol Eng 24:467–481

    Article  Google Scholar 

  • Griffiths DV, Fenton GA (2004) Probabilistic slope stability analysis by finite element. J Geotech Geoenviron Eng ASCE 130(5):507–518

    Article  Google Scholar 

  • Harp EL, Hagaman KW, Held MD, McKeen JP (2002) Detailed inventory of landslides and related deposits in Honduras triggered by Hurricane Mitch. Open File Report 02-61, US Geological Survey

  • Harr ME (1987) Reliability-based design in civil engineering. McGraw-Hill, New York

    Google Scholar 

  • Hsu SC, Nelson PP (2006) Material spatial variability and slope stability for weak rock masses. J Geotech Geoenviron Eng ASCE 132(2):183–193

    Article  Google Scholar 

  • Hunt R (2005) Geotechnical engineering investigation handbook, 2nd edn. Taylor & Francis, Boca Raton

    Google Scholar 

  • Janbu N (1973) Slope stability computations. In: Hirschfeld RC, Pouros SJ (eds) Embankment-Dam Engineering: Casagrande Volume. Wiley, Hoboken, pp 47–86

  • Juang CH, Jhi YY, Lee DH (1998) Stability analysis of existing slopes considering uncertainty. Eng Geol 49:111–122

    Article  Google Scholar 

  • Keefer DK (2005) Earthquake-induced landslides from 1789 BC to 2005 AD. Salt Lake City annual meeting, Salt Lake

    Google Scholar 

  • Kumar S, Hall ML (2004) Parametric study of site instability due to presence of a weakening shale layer above sloping bedrock. Geotech Geol Eng KAP 22:361–374

    Article  Google Scholar 

  • Li KS, Lumb P (1987) Probabilistic design of slopes. Can Geotech J 24(4):520–535

    Article  Google Scholar 

  • Phoon KK, Kulhawy FH (1999) Characterization of geotechnical variability. Can Geotech J NRC 36(4):612–624

    Article  Google Scholar 

  • Rahardjo H, Lee TT, Leong EC, Rezaur RB (2005) Response of a residual soil slope to rainfall. Can Geotech J NRC 42(2):340–351

    Article  Google Scholar 

  • Roper W (2000) Remote sensing, imagery and knowledge systems. In: Proceedings 32nd UJNR wind and seismic panel meeting, NIST

  • Sharma S (2001) XSTABL. Interactive software design, Inc

  • Smith L, Olsen R, Castañeda M, Valladares M, Flores R (2001) Geotechnical investigation of the El Berrinche landslide, Tegucigalpa, Honduras. Secretary of Natural Resources, Tegucigalpa, Honduras

  • Spencer E (1967) A method of analysis of the stability of embankments assuming parallel inter-slice forces. Géotechnique 17(1):11–26

    Article  Google Scholar 

  • Vanmarcke EH (1977) Reliability of earth slopes. J Geotech Geoenviron Eng ASCE 103(11):1247–1265

    Google Scholar 

  • Viratjandr C, Michalowski RL (2006) Limit analysis of submerged slopes subjected to water drawdown. Can Geotech J 43(8):802–814

    Article  Google Scholar 

Download references

Acknowledgments

The first writer wishes to acknowledge the financial support provided by GeoConsult, Ltd. and Clemson University during the course of his study at Clemson University, and the assistance of Dr. Lawson Smith (deceased) and Dr. Richard Olsen of US Army Corps of Engineers in the field investigation of the El Berrinche landslide.

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Correspondence to C. Hsein Juang.

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Flores Peñalba, R., Luo, Z. & Juang, C.H. Framework for probabilistic assessment of landslide: a case study of El Berrinche. Environ Earth Sci 59, 489–499 (2009). https://doi.org/10.1007/s12665-009-0046-0

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  • DOI: https://doi.org/10.1007/s12665-009-0046-0

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