Modelling of soil–structure interaction for a piled bridge abutment in plane strain FEM analyses-Reference-Cited by-同舟云学术

Modelling of soil–structure interaction for a piled bridge abutment in plane strain FEM analyses

Published:2001-03 Issue:2 Volume:28 Page:79-98
ISSN:0266-352X
Container-title:Computers and Geotechnics
language:en
Short-container-title:Computers and Geotechnics

Author:

Ellis E.A.,Springman S.M.

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference23 articles.

1. Ellis EA. Soil–structure interaction for full-height piled bridge abutments constructed on soft clay. PhD thesis, University of Cambridge, 1997.

2. Springman SM, Bolton MD. The effect of surcharge loading adjacent to piled foundations. UK Transport & Road Research Laboratory Contractor Report 196, 1990.

3. Critical state soil mechanics via finite elements;Britto,1987

4. Springman SM. Lateral loading of piles due to simulated embankment construction. PhD thesis, University of Cambridge, 1989.

5. Bransby MF. Piled foundations adjacent to surcharge loads. PhD thesis, University of Cambridge, 1995.

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