A general analytical solution for lateral soil response of non-circular cross-sectional pile segment

DOI10.1016/J.APM.2019.03.005zbMath1481.74556OpenAlexW2922032256WikidataQ128240604 ScholiaQ128240604MaRDI QIDQ2310683

Hang Zhou, Jingrong Yuan, HanLong Liu

Publication date: 6 April 2020

Published in: Applied Mathematical Modelling (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/j.apm.2019.03.005

zbMATH Keywords

analytical solutionelasticityconformal mappingcomplex variable theorylaterally loaded pile

Mathematics Subject Classification ID

Soil and rock mechanics (74L10)

Related Items (1)

Dynamic torsional impedance of large-diameter pipe pile for offshore engineering: 3D analytical solution

Cites Work

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• Analysis of laterally loaded piles with rectangular cross sections embedded in layered soil
• Mathematical boundary integral equation analysis of an embedded shell under dynamic excitations

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