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dc.contributor.authorAyothiraman, R.-
dc.contributor.authorBoominathan, A.-
dc.date.accessioned2017-11-21T00:23:26Z-
dc.date.available2017-11-21T00:23:26Z-
dc.date.issued2006-06-
dc.identifier.urihttp://10.1.1.57:8888/dspace/handle/hau/5746-
dc.descriptionGeoShanghai International Conference 2006 June 6-8, 2006 | Shanghai, China © 2006 American Society of Civil Engineersvi
dc.description.abstractDynamic experiments were conducted on model single piles of 25 mm diameter having different length-to-diameter ratios and embedded in a simulated elastic half space filled with clay soil. Pile response was observed and measured using a Data Acquisition System. Pile response to dynamic lateral loads was also predicted by a simple 2D soil-pile interaction finite element model using the software, PLAXIS. The observed and predicted pile response to dynamic lateral load was compared and it was found that the simple 2D-model reasonably predicts the natural frequency of the soil-pile system; it highly overestimates the peak displacement amplitude. The model predicts the depth of occurrence of maximum bending moment with reasonably good accuracy for all piles in medium stiff clay.vi
dc.language.isoenvi
dc.subjectDynamic responsevi
dc.subjectClaysvi
dc.subjectSoil-pile interactionvi
dc.subjectPilesvi
dc.subjectLateral loadsvi
dc.subjectSoil dynamicsvi
dc.subjectSoil analysisvi
dc.subjectTwo-dimensional modelsvi
dc.titleObserved and Predicted Dynamic Lateral Response of Single Pile in Clayvi
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