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Numerical analysis of pile lateral behavior of pile supported embankment

✍ Scribed by Jing, Zhi-dong ;Liu, Li ;Zheng, Gang ;Jiang, Yan

Book ID
107507118
Publisher
Chinese Electronic Periodical Services
Year
2008
Tongue
English
Weight
486 KB
Volume
15
Category
Article
ISSN
1005-9784

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An approximate numerical method for the analysis of piled raft foundations is presented. The raft is modelled as a thin plate and the piles as interacting non-linear springs. Both the raft and the piles are interacting with the soil which is modelled as an elastic layer. Two sources of non-linearity