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Publications by [Drescher A.]

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Three-dimensional (3D) limit analysis of stability of slopes is presented. Such analyses are not common, because of the difficulties in constructing three-dimen­sional mechanisms of failure in frictional soils. A class of admissible rotational mechanisms is ...
Reference: Geotechnique 59, No. 10, 839-850 [doi: 10.1680/geot.8.R136]