Finite element analysis of a centrifuge model of a retaining wall embedded in a heavily overconsolidated clay-Reference-Cited by-同舟云学术

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Finite element analysis of a centrifuge model of a retaining wall embedded in a heavily overconsolidated clay

Published:1989-01 Issue:4 Volume:7 Page:289-318
ISSN:0266-352X
Container-title:Computers and Geotechnics
language:en
Short-container-title:Computers and Geotechnics

Author:

Bolton M.D.,Britto A.M.,Powrie W.,White T.P.

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference19 articles.

1. Critical State Soil Mechanics;Schofield,1968

2. The predicted performance of soft clay under a trial embankment loading based on the Cam-Clay model;Wroth,1977

3. Stage constructed embankments on soft clays;Almeida,1984

4. Numerical modelling of a centrifuged embankment on soft clay;Almeida;Canadian Geotechnical Journal,1986

5. The collapse of diaphragm walls retaining clay;Bolton;Geotechnique,1987

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