Reanalysis of the Kettleman Hills Landfill Slope Stability Failure
Reanalysis of the Kettleman Hills Landfill Slope Stability Failure
Reanalysis of the Kettleman Hills Landfill Slope Stability Failure
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REFERENCES1. Cała M., Flisiak J., Tajduś A. (2006), <strong>Slope</strong> stabilityanalysis with FLAC in 2D and 3D, FLAC andNumerical Modeling in Geomechanics - 2006,edited by P. Varona, R. Hart, Itasca ConsultingGroup, Inc., Minneapolis, pp. 11-14.2. Chang M. Three – dimensional stability analysis <strong>of</strong><strong>the</strong> <strong>Kettleman</strong> <strong>Hills</strong> landfill slope failure based onobserved sliding – block mechanism, Computersand Geotechnics 32 (2005) pp. 587 – 5993. Chang M., Mitchell J.K, Seed R.B. Model Studies<strong>of</strong> <strong>the</strong> 1988 <strong>Kettleman</strong> <strong>Hills</strong> <strong>Landfill</strong> <strong>Slope</strong> <strong>Failure</strong>,Geotechnical Testing Journal, 1999, pp. 61 – 664. Filz G., Esterhuizen J.B., Duncan J.M. Progressive<strong>Failure</strong> <strong>of</strong> Lined Waste Impoundments, Journal <strong>of</strong>Geotechnical and Geoenvironmental Engineering,October 2001, pp. 841 – 84825
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