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Dynamic analysis of piles and pile groups embedded in non-homogeneous soils



Dynamic analysis of piles and pile groups embedded in non-homogeneous soils



International Journal for Numerical and Analytical Methods in Geomechanics 9(6): 507-524



A hybrid boundary element formulation for the steady state analysis of piles and pile groups embedded in a soil stratum in which the modulus increases linear with depth is presented. The piles are represented by compressible columns or flexible beams and the soil as a hysteretic, layered medium. The governing differential equations for the pile domain are solved for a distributed periodic loading intensity and those for the soil domain by a system of boundary elements at the pile-soil interface.--Modified journal abstract.

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Accession: 018777118

Download citation: RISBibTeXText

DOI: 10.1002/nag.1610090602


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