ABSTRACT
ABSTRACT: A penstock rock slope was analyzed by two methods of stability analysis. They are a limiting equilibrium analysis initially developed by Goodman and Bray, and Discontinuous Deformation Analysis (DDA). Because the latter needs no assumption of a failure mode, and takes into account the deformability and real-time response of a slope, it proved to be more versatile and realistic.
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1994. A.A. Balkema - Permission to Distribute - American Rock Mechanics Association
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