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Geotechnical and Geological Engineering
Erschienen in: Geotechnical and Geological Engineering 4/2010

01.07.2010 | Original paper

Sensitivity Analysis of Time Dependent Settlements in Hydraulic Fills

verfasst von: João Flávio Vieira de Vasconcellos, Shailesh Singh, Nagaratnam Sivakugan

Erschienen in: Geotechnical and Geological Engineering | Ausgabe 4/2010

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Abstract

This paper reports some numerical investigation carried out on hydraulic fills. A methodology based on the numerical solution of the governing equation via the finite volume method is introduced and tested, and proven to be very efficient. Typical dimensional performance curves are obtained and the influence of governing parameters is discussed. A sensitivity analysis is carried out in order to characterize the influence of the numerous parameters used to simulate the time dependent settlement in hydraulic fills on the outputs of the model.
Vorheriger Artikel Erratum to: Uplift Capacity of Single Bent Pile and Pile Group Considering Arching Effects in Sand
Nächster Artikel Portland Cement Stabilization of Soil–Bentonite for Vertical Cutoff Walls Against Diesel Oil Contaminant

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Metadaten
Titel
Sensitivity Analysis of Time Dependent Settlements in Hydraulic Fills
verfasst von
João Flávio Vieira de Vasconcellos
Shailesh Singh
Nagaratnam Sivakugan
Publikationsdatum
01.07.2010
Verlag
Springer Netherlands
Erschienen in
Geotechnical and Geological Engineering / Ausgabe 4/2010
Print ISSN: 0960-3182
Elektronische ISSN: 1573-1529
DOI
https://doi.org/10.1007/s10706-009-9296-6

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