Landslides and Engineered Slopes. From the Past to the Future 2008
DOI: 10.1201/9780203885284-c153
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Investigation of slope failure mechanisms caused by discontinuous large scale geological structures at the Cadia Hill Open Pit

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“…The development of step-path failure surfaces is generally associated with non-fully persistent discontinuity sets (Jennings 1970;Einstein et al 1983;Goodman 2003) and it has been observed in laboratory experiments (Bobet and Einstein 1998), numerical models (Eberhardt et al 2004;Yan et al 2007a, b;Franz and Cai 2008) and in field studies (Yan 2008;Sturzenegge and Stead 2012). The notion of step-path failure surface geometry is also implicit in the analytical solution to block toppling by Goodman and Bray (1976).…”
Section: Step-path and Rock Mass Dilationmentioning
confidence: 93%
“…The development of step-path failure surfaces is generally associated with non-fully persistent discontinuity sets (Jennings 1970;Einstein et al 1983;Goodman 2003) and it has been observed in laboratory experiments (Bobet and Einstein 1998), numerical models (Eberhardt et al 2004;Yan et al 2007a, b;Franz and Cai 2008) and in field studies (Yan 2008;Sturzenegge and Stead 2012). The notion of step-path failure surface geometry is also implicit in the analytical solution to block toppling by Goodman and Bray (1976).…”
Section: Step-path and Rock Mass Dilationmentioning
confidence: 93%