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Finite Element Analyses: For Back-Analysis and Parametric Study
Abstract The previous chapter describes centrifuge modelling of multi-propped excavation in soft clay destabilised by hydraulic uplift . As centrifuge tests in clay are rather time consuming and relatively costly, only limited numbers of centrifuge tests are carried out in this study. Systematical study on the initiation and failure mechanism of base instability due to hydraulic uplift relies on three-dimensional, coupled consolidation finite element analyses.
Finite Element Analyses: For Back-Analysis and Parametric Study
Abstract The previous chapter describes centrifuge modelling of multi-propped excavation in soft clay destabilised by hydraulic uplift . As centrifuge tests in clay are rather time consuming and relatively costly, only limited numbers of centrifuge tests are carried out in this study. Systematical study on the initiation and failure mechanism of base instability due to hydraulic uplift relies on three-dimensional, coupled consolidation finite element analyses.
Finite Element Analyses: For Back-Analysis and Parametric Study
Hong, Yi (Autor:in) / Wang, Lizhong (Autor:in)
02.12.2015
5 pages
Aufsatz/Kapitel (Buch)
Elektronische Ressource
Englisch
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