ABSTRACT: The Belden Siphon slope was analyzed using a combination of two-dimensional numerical and limit-equilibrium methods. The analyses identified shallow and deep-seated sliding and toppling as the primary failure mechanisms to be considered in the tieback anchor design.
Discrete Element Modeling for the Belden Siphon Rock Slope Remediation Project - Verification and Reliability
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Kaneshiro, Jon Y., Madianos, Mihalis N., Rosidi, Dario, White, Robert K., and Robert A. McManus. "Discrete Element Modeling for the Belden Siphon Rock Slope Remediation Project - Verification and Reliability." Paper presented at the 1st North American Rock Mechanics Symposium, Austin, Texas, June 1994.
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