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dc.titleSimplified approach for pile and foundation interaction analysis
dc.contributor.authorKeming Sun
dc.contributor.authorPires, J.A.
dc.identifier.citationKeming Sun, Pires, J.A. (1993). Simplified approach for pile and foundation interaction analysis. Journal of Geotechnical Engineering - ASCE 119 (9) : 1462-1479. ScholarBank@NUS Repository.
dc.description.abstractA simple approach is described for the analysis of soil-pile interactions under static and dynamic lateral loadings. The method uses variational calculus to obtain the governing differential equations of motion for the soil-pile system under a harmonic concentrated load at the pile head with intensity P0 and frequency ω. The pile is treated as a shear beam and the soil is assumed to be a linear elastic material. -from Authors
dc.contributor.departmentCIVIL ENGINEERING
dc.description.sourcetitleJournal of Geotechnical Engineering - ASCE
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