Please use this identifier to cite or link to this item: https://scholarbank.nus.edu.sg/handle/10635/66049
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dc.titleRATIONAL WAVE EQUATION MODEL FOR PILE-DRIVING ANALYSIS.
dc.contributor.authorLee, S.L.
dc.contributor.authorChow, Y.K.
dc.contributor.authorKarunaratne, G.P.
dc.contributor.authorWong, K.Y.
dc.date.accessioned2014-06-17T08:23:38Z
dc.date.available2014-06-17T08:23:38Z
dc.date.issued1988-03
dc.identifier.citationLee, S.L.,Chow, Y.K.,Karunaratne, G.P.,Wong, K.Y. (1988-03). RATIONAL WAVE EQUATION MODEL FOR PILE-DRIVING ANALYSIS.. Journal of geotechnical engineering 114 (3) : 306-325. ScholarBank@NUS Repository.
dc.identifier.issn07339410
dc.identifier.urihttp://scholarbank.nus.edu.sg/handle/10635/66049
dc.description.abstractA one-dimensional wave equation model for pile-driving analysis is presented. In this model, the pile is represented by discrete elements, while the soil is represented by a series of springs and dashpots, the coefficients of which are derived using elasto-dynamic theory. The capability of the proposed model is demonstrated by comparison with field data of two instrumented piles. The analyses include predictions of set, and driving stresses at various levels of the piles. Comparisons are made with the sets and driving stresses predicted by the E. A. L. Smith model. From the analyses by the proposed model and load test results, estimations of soil setup for the two piles are also presented.
dc.sourceScopus
dc.typeArticle
dc.contributor.departmentCIVIL ENGINEERING
dc.description.sourcetitleJournal of geotechnical engineering
dc.description.volume114
dc.description.issue3
dc.description.page306-325
dc.description.codenJGEND
dc.identifier.isiutNOT_IN_WOS
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