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Plane of elastic non-resisting tension material under foundation structures
Authors:A. Baratta  I. Corbi
Affiliation:Department of ‘Scienza delle Costruzioni’, University of Naples ‘Federico II’, 80125, Naples, Italy
Abstract:In the frame of 2D-static problems one approaches the problem of elastic-NRT (not-resisting tension) semi-plane loaded on its limit line. This problem is intended to model the stress situation induced in the soil by a foundation structure. The solution, in terms of activated stress field, is searched for in the class of stress fields satisfying equilibrium and admissibility conditions, by applying an energy approach. Copyright © 2004 John Wiley & Sons, Ltd.
Keywords:2D-static problems  NRT model  foundation structures  energetic approach  stress propagation
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