Case Studies
Jan 18, 2017

Case Study: Oso, Washington, Landslide of March 22, 2014—Material Properties and Failure Mechanism

This article has a reply.
VIEW THE REPLY
This article has a reply.
VIEW THE REPLY
This article has a reply.
VIEW THE REPLY
This article has a reply.
VIEW THE REPLY
Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 143, Issue 5

Abstract

This paper describes investigation, testing, analysis, and slope history used to determine the two-phase failure mechanism involved in the 2014 landslide near Oso, Washington. The first phase involves a slide mass located above the frequent landslides in the lower portion of the slope and extends to near the slope crest. This slide mass had a large potential energy, which moved downslope, and pushed the water-filled colluvium that had accumulated along the slope toe across the valley, resulting in it flowing almost 1.5 km. Evacuation of the Phase I slide mass left the upper portion of the slope unbuttressed and oversteepened, causing a second landslide (Phase II) but it primarily remained on the source slope because the back edge of the Phase I slide mass prevented further movement and the dense and unsaturated upper soils did not undergo a significant strength loss like the water-filled colluvium.

Get full access to this article

View all available purchase options and get full access to this article.

Acknowledgments

The contents and views in this paper are those of the individual authors and do not necessarily reflect those of any of the represented corporations, agencies, organizations, and/or contributors. The authors acknowledge the information, site access, and samples provided by Snohomish County, information provided by the Washington Department of Transportation (WSDOT), and the financial support provided by the Department of Civil and Environmental Engineering at the University of Illinois at Urbana-Champaign. This support is gratefully acknowledged. It is also acknowledged that Oldrich Hungr is participating in some of the litigation matters related to the landslide.

References

ASTM. (2007). “Standard test method for particle-size analysis of soils.” ASTM D422, West Conshohocken, PA.
ASTM. (2010a). “Standard test method for liquid limit, plastic limit, and plasticity index of soils.” ASTM D4318, West Conshohocken, PA.
ASTM. (2010b). “Standard test method for torsional ring shear test to determine drained fully softened shear strength and nonlinear strength envelope of cohesive soils (using normally consolidated specimen) for slopes with no preesixting shear surfaces.” ASTM D7608, West Conshohocken, PA.
ASTM. (2011). “Standard test method for one-dimensional consolidation properties of soils using incremental loading.” ASTM D2435, West Conshohocken, PA.
ASTM. (2013). “Standard test method for torsional ring shear test to determine drained residual shear strength of cohesive soils.” ASTM D6467, West Conshohocken, PA.
ASTM. (2015). “New test method for pocket penetrometer.” ASTM WK27337, West Conshohocken, PA.
ASTM. (2016). “Standard test methods for laboratory miniature vane shear test for saturated fine-grained clayey soil.” ASTM D4648, West Conshohocken, PA.
Badger, T. C. (2015). “Geotechnical report: SR 520 MP 35 to 41 geotechnical study, Washington.” Washington Dept. of Transportation, Olympia, WA.
Bjerrum, L. (1971). “Subaqueous slope failures in Norwegian fjords.” Proc., 1st Int. Conf. on Port and Ocean Engineering under Arctic Conditions, Vol. 1, Norwegian Geotechnical, Oslo, Norway, 24–47.
Cao, Q., Henn, B., and Lettenmaier, D. P. (2014). “Analysis of local precipitation accumulation return periods preceding the 2014 Oso mudslide.” Dept. of Civil and Environmental Engineering, Univ. of Washington, Seattle.
Casagrande, A. (1940). “Characteristics of cohesionless soils affecting the stability of slopes and earth fills.” Contributions to soil mechanics 1925 to 1940, Boston Society of Civil Engineers, Boston, 257–276.
Doughton, S. (2015). “Laser map gave clue to Oso slide’s ferocity.” ⟨http://www.seattletimes.com/seattle-news/science/laser-map-gave-clue-to-oso-slides-ferocity/⟩ (Jun. 2, 2015).
Dragovich, J. D., Stanton, B. W., Lingley Jr, W. S., Griesel, G. A., and Polenz, M. (2003). “Geologic map of the mount Higgins 7.5-minute quadrangle, Skagit and Snohomish Counties, Washington.”, Washington Divisions of Geology and Earth Resources, Olympia, WA.
Fletcher, L., Hungr, O., and Evans, S. G. (2002). “Contrasting failure behaviour of two large landslides in clay and silt.” Can. Geotech. J., 39(1), 46–62.
Gamez, J., and Stark, T. D. (2014). “Fully softened shear strength at low stresses for levee and embankment design.” J. Geotech. Geoenviron. Eng., .
George, D. L., and Iverson, R. M. (2014). “A depth-averaged debris-flow model that includes the effects of evolving dilatancy. II: Numerical predictions and experimental tests.” Proc. R. Soc. London: Math. Phys. Eng. Sci., 470(2170), .
Haugerud, R. A. (2014). “Preliminary interpretation of pre-2014 landslide deposits in the vicinity of Oso, Washington: U.S.”, Geological Survey, Reston, VA.
Henn, B., et al. (2015). “Hydroclimatic conditions preceding the March 2014 Oso landslide.” J. Hydrometeorol., 16(3), 1243–1249.
Hibert, C., Stark, C. P., and Ekstrom, G. (2014). “Seismology of the Oso-Steelhead landslide.” Nat. Hazards Earth Syst. Sci. Discuss., 2(12), 7309–7327.
Holtz, R. D., Kovacs, W. D., and Sheahan, T. C. (2011). Introduction to geotechnical engineering, Prentice Hall, Englewood cliffs, NJ.
Hungr, O., Leroueil, S., and Picarelli, L. (2014). “The varnes classification of landslide types, an update.” Landslides, 11(2), 167–194.
Hunter, G. J., and Fell, R. (2003a). “Mechanics of failure of soil slopes leading to” rapid” failure.” Fast slope movements: Prediction and prevention for risk mitigation, L. Picarelli, ed., Patron Editore, Bologna, Italy, 283–290.
Hunter, G. J., and Fell, R. (2003b). “Travel distance angle for ‘rapid’ landslides in constructed and natural soil slopes.” Can. Geotech. J., 40(6), 1123–1141.
Hutchinson, J. N., and Bhandari, R. K. (1971). “Undrained loading, a fundamental mechanism of mudflows and other mass movements.” Geotechnique, 21(4), 353–358.
Iverson, R. M., et al. (2015). “Landslide mobility and hazards: Implications of the 2014 Oso disaster.” Earth Planetary Sci. Lett., 412(1), 197–208.
Iverson, R. M., and George, D. L. (2014). “A depth-averaged debris-flow model that includes the effects of evolving dilatancy. I: Physical basis.” Proc. R. Soc. London A: Math. Phys. Eng. Sci., 470(2170), .
Iverson, R. M., and George, D. L. (2016). “Modelling landslide liquefaction, mobility bifurcation and the dynamics of the 2014 Oso disaster.” Géotechnique, 66(3), 175–187.
Jibson, R. W. (2005). “Landslide hazards at La Conchita, California.”, U.S. Geological Survey, Denver.
Keaton, J. R., et al. (2014). “The 22 March 2014 Oso Landslide, Snohomish County, Washington.” Geotechnical Extreme Event Reconnaissance (GEER), National Science Foundation, Arlington, VA.
Kim, J. W., Lu, Z., Qu, F., and Hu, X. (2015). “Pre-2014 mudslides at Oso revealed by InSAR and multi-source DEM analysis.” Geomatics Nat. Hazards Risk, 6(3), 184–194.
Kramer, S. L. (2004). Geotechnical earthquake engineering, Prentice Hall, Upper Saddle River, NJ.
LaHausen, S. R., Duvall, A. R., Booth, A. M., and Montgomery, D. R. (2015). “Surface roughness dating of long-runout landslides near Oso, Washington (USA), reveals persistent postglacial hillslope instability.” Geology, 139(6), 853–862.
Morgenstern, N. R. (1992). “The evaluation of slope stability: A 25 year perspective.” Proc., Stability and Performance of Slopes and Embankments, ASCE, Reston, VA, 1–26.
Peck, R. B., Hanson, W. E., and Thornburn, T. H. (1974). Foundation engineering, 2nd Ed., Wiley, Hoboken, NJ.
Sassa, K. (1985). “The mechanism of debris flow.” Proc., XI Int. Conf. on Soil Mechanics and Foundation Engineering (SMFE), Vol. 2, CRC Press, Taylor & Francis Group, Boca Raton, FL, 1173–1176.
Sassa, K. (2000). “Mechanism of flows in granular soils.” Proc., Int. Conf. of Geotechnical and Geological Engineering, GEOENG2000, Vol. 1, Technomic Publishing, Lancaster, PA, 1671–1702.
Seattle Times. (2016). “Building toward disaster.” ⟨http://projects.seattletimes.com/2014/building-toward-disaster/⟩ (Oct. 3, 2016).
Shannon, W. D. (1952). “Report on slide on north fork Stillaguamish River near Hazel.” U.S. Dept. of Game and Fisheries, Washington, DC.
SLIDE [Computer software]. Rocscience, Toronto.
SLOPE/W [Computer software]. Geo-slope International, Calgary, AB, Canada.
Stark, T. D., and Hussain, M. (2013). “Drained shear strength correlations for slope stability analyses.” J. Geotech. Eng., 853–862.
Sun, Q., Zhang, L., Ding, X., Hu, J., and Liang, H. (2015). “Investigation of slow-moving landslides from ALOS/PALSAR images with TCPInSAR: A case study of Oso, USA.” Remote Sens., 7(1), 72–88.
Tart, R. G. (2016). “Why the Oso landslide caused so much death and destruction.” Proc., 2016 Geotechnical and Structural Engineering Congress, ASCE, Reston, VA, 1545–1554.
Terzaghi, K. (1957). “Varieties of submarine slope failures.” Harvard soil mechanics series, Wiley and Sons, Hoboken, NJ.
Thorsen, G. W. (1969). “Landslide of January 1967 which diverted the north fork of the Stillaguamish River near Hazel.” Dept. of Natural Resources, Geology and Earth Resources Division, Olympia, WA.
Wartman, J., et al. (2016). “The 22 March 2014 Oso landslide, Washington, USA.” J. Geomorphol., 253(1), 275–288.

Information & Authors

Information

Published In

Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 143Issue 5May 2017

History

Received: Jan 19, 2016
Accepted: Jul 18, 2016
Published online: Jan 18, 2017
Published in print: May 1, 2017
Discussion open until: Jun 18, 2017

Permissions

Request permissions for this article.

Authors

Affiliations

Timothy D. Stark, F.ASCE [email protected]
Professor, Dept. of Civil and Environmental Engineering, Univ. of Illinois at Urbana-Champaign, 205 N. Mathews Ave., Urbana, IL 61801 (corresponding author). E-mail: [email protected]
Ahmed K. Baghdady, S.M.ASCE [email protected]
Ph.D. Student, Dept. of Civil and Environmental Engineering, Univ. of Illinois at Urbana-Champaign, 205 N. Mathews Ave., Urbana, IL 61801. E-mail: [email protected]
Oldrich Hungr, M.ASCE [email protected]
Professor, Dept. of Earth and Ocean Sciences, Univ. of British Columbia, Vancouver, BC, Canada V6T 1Z4. E-mail: [email protected]
Jordan Aaron, S.M.ASCE [email protected]
Ph.D. Student, Dept. of Earth and Ocean Sciences, Univ. of British Columbia, Vancouver, BC, Canada V6T 1Z4. E-mail: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share