Three-dimensional finite element analysis of spatially variable PVD improved ground

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Three-dimensional finite element analysis of spatially variable PVD improved ground

A stochastic approach that investigates the effects of soil spatial variability on stabilisation of soft clay via prefabricated vertical drains (PVDs) is presented and discussed. The approach integrates the local average subdivision of random field theory with the Monte Carlo finite element (FE) tec...

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Bibliographic Details
Main Authors:	Bari, Md. Wasiul, Shahin, Mohamed
Format:	Journal Article
Published:	Taylor & Francis 2015
Subjects:	soil consolidation finite element method prefabricated vertical drains Monte Carlo technique soil spatial variability
Online Access:	http://hdl.handle.net/20.500.11937/20610

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