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dc.contributor.authorAyothiraman, R.-
dc.contributor.authorBoominathan, A.-
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
dc.subjectDynamic responsevi
dc.subjectSoil-pile interactionvi
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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