The linear elastostatic analysis of layered soils, often required for parametric studies in preliminary design of foundations, is tackled here by various boundary integral equation approaches apt to exploit the chain pattern of the system topology.

Elastic analysis of layered soils by boundary elements: comparative remarks on various approaches

MAIER, GIULIO;NOVATI, GIORGIO
1988

Abstract

The linear elastostatic analysis of layered soils, often required for parametric studies in preliminary design of foundations, is tackled here by various boundary integral equation approaches apt to exploit the chain pattern of the system topology.
Numerical Methods in Geomechanics
906191809X
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Utilizza questo identificativo per citare o creare un link a questo documento: http://hdl.handle.net/11311/667310
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