Lateral pile response using a single finite element

CRC Press eBooks 2026 Book chapter

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Authors: S. Kay, C. Dobson
DOI: 10.1201/9781003761310-52
Cited by: 0

Abstract

HMY is a program to assess the non-linear response of laterally loaded single piles. Used are a 2-noded beam element and a mixed Winkler / Continuum approach. The background to the problem, plus the solution technique, is given. Results are compared with other methods.

Fields of Study & Subjects

Geotechnical Engineering and Soil Mechanics Geotechnical Engineering and Underground Structures Soil Finite Element Methods

Publication details

Journal / source
CRC Press eBooks
Pages
351–354
Publication date
17 February 2026
Language
EN
Document type
Book chapter