ABSTRACT
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.
This content is only available via PDF.
1994. A.A. Balkema - Permission to Distribute - American Rock Mechanics Association
You can access this article if you purchase or spend a download.