Pile groups under vertical and inclined eccentric loads: Elastoplastic modelling for performance based design-Reference-Cited by-同舟云学术

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Pile groups under vertical and inclined eccentric loads: Elastoplastic modelling for performance based design

Published:2021-07 Issue: Volume:135 Page:104092
ISSN:0266-352X
Container-title:Computers and Geotechnics
language:en
Short-container-title:Computers and Geotechnics

Author:

Franza Andrea,Sheil Brian

Funder

Horizon 2020

Horizon 2020 Framework Programme

H2020 Marie Skłodowska-Curie Actions

Royal Academy of Engineering

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference51 articles.

1. Extended Sneddon and Muki solutions for multilayered elastic materials;Ai;Int. J. Eng. Sci.,2002

2. Bridge timber piles load rating under eccentric loading conditions;Andrawes;J. Bridg. Eng.,2012

3. Non-linear analysis of pile groups;Basile;Proc. Inst. Civ. Eng. – Geotech. Eng.,1999

4. Effects of tunnelling on pile foundations;Basile;Soils Found.,2014

5. Experimental and analytical investigation of bridge timber piles under eccentric loads;Borello;Eng. Struct.,2010

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