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FE Analysis of A Piled Embankment With Reinforcement and Subsoil - Authors Version by martim.mig is a document available to read on EtoBox.
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The document presents a study on the finite-element analysis of a piled embankment with reinforcement and subsoil, extending previous work by Zhuang & Ellis by considering the beneficial contribution of a lightly overconsolidated clay subsoil layer. The findings indicate that subsoil support reduces reinforcement tension and that a modified prediction method based on BS 8006 can accurately estimate this tension. The study includes detailed calculations and finite element analyses to support its conclusions.
- Author
- martim.mig
- Language
- EN