Behavior of pile-supported dolphins in marine clay under lateral loading

Article Abstract:

A study was conducted to analyze the behavior of single piles and pile groups in marine clay under lateral loads. Among the factors considered in the analysis were lateral load-deflection relationship of single piles and pile groups, spacing of piles as well as the configuration of piles in a pile group. Inconsistencies in efficiency factors corresponding to ultimate capacity were observed in the findings, and it seems unclear how the researchers arrived at the group efficiency factors.

Clay soils

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Nonlinear lateral pile deflection prediction in sands

Article Abstract:

A study of nonlinear deflection of laterally loaded piles in sands presented a computer code based on a pile finite-element discretization. However, the proposed method cannot evaluate bending moment distribution because it does not include lateral deflection along the length of the pile. Elastic analysis and the p-y method should, instead, be used to evaluate bending moment distribution.

Sand, Sands

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Piles subjected to lateral soil movements

Article Abstract:

Analysis methods are discussed for assessing soil-pile interaction. Categories include shear force, bending moment and pile deflection.

Italy, Australia, Statistical Data Included, Testing

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