Please use this identifier to cite or link to this item: https://scholarbank.nus.edu.sg/handle/10635/134188
DC FieldValue
dc.titleSimplified approach for pile and foundation interaction analysis
dc.contributor.authorKeming Sun
dc.contributor.authorPires, J.A.
dc.date.accessioned2016-12-20T08:44:27Z
dc.date.available2016-12-20T08:44:27Z
dc.date.issued1993
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.identifier.urihttp://scholarbank.nus.edu.sg/handle/10635/134188
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.typeOthers
dc.contributor.departmentCIVIL ENGINEERING
dc.description.sourcetitleJournal of Geotechnical Engineering - ASCE
dc.description.volume119
dc.description.issue9
dc.description.page1462-1479
dc.identifier.isiutNOT_IN_WOS
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