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Science 20 October 2000:
Vol. 290. no. 5491, pp. 513 - 516
DOI: 10.1126/science.290.5491.513

Reports

Acute Sensitivity of Landslide Rates to Initial Soil Porosity

R. M. Iverson,1 M. E. Reid,2 N. R. Iverson,3 R. G. LaHusen,1 M. Logan,1 J. E. Mann,3 D. L. Brien2

Some landslides move imperceptibly downslope, whereas others accelerate catastrophically. Experimental landslides triggered by rising pore water pressure moved at sharply contrasting rates due to small differences in initial porosity. Wet sandy soil with porosity of about 0.5 contracted during slope failure, partially liquefied, and accelerated within 1 second to speeds over 1 meter per second. The same soil with porosity of about 0.4 dilated during failure and slipped episodically at rates averaging 0.002 meter per second. Repeated slip episodes were induced by gradually rising pore water pressure and were arrested by pore dilation and attendant pore pressure decline.

1 U.S. Geological Survey, 5400 MacArthur Boulevard, Vancouver, WA 98661, USA.
2 U.S. Geological Survey, 345 Middlefield Road, Menlo Park, CA 94025, USA.
3 Department of Geological and Atmospheric Sciences, Iowa State University, Ames, IA 50011, USA.


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THIS ARTICLE HAS BEEN CITED BY OTHER ARTICLES:
Effects of Soil Porosity on Slope Stability and Debris Flow Runout at a Weathered Granitic Hillslope.
M. Mukhlisin, K. Kosugi, Y. Satofuka, and T. Mizuyama (2006)
Vadose Zone J. 5, 283-295
   Abstract »    Full Text »    PDF »
Slow episodic shear of granular materials regulated by dilatant strengthening.
(2002)
Geology 30, 843-846



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Science. ISSN 0036-8075 (print), 1095-9203 (online)