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Geotechnical and Geological Engineering

Erschienen in:

15.07.2020 | Original Paper

Fuzzy-Based Parameter Uncertainty in 1-D Consolidation in Clay

verfasst von: Djamalddine Boumezerane

Erschienen in: Geotechnical and Geological Engineering | Ausgabe 6/2020

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Abstract

Uncertainties in consolidation parameters are generally studied using probabilities. Due to lack of data and knowledge it is proposed to consider consolidation parameters within a fuzzy sets framework, as composed of series of intervals which allow taking into account uncertainty. One of the noticeable advantages of such an approach is its ability to deal easily with uncertainty in a context of lack of data. A fuzzy finite difference scheme is implemented and results compared with available data and with results from methods using probabilistic parameter distribution approaches for 1-D consolidation in clay.

Vorheriger Artikel Reliability Analysis of Settlement of Pile Group in Clay Using LSSVM, GMDH, GPR

Nächster Artikel Seismic Bearing Capacity of Shallow Strip Footings on Sand Deposits with Weak Inter-layer

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Titel: Fuzzy-Based Parameter Uncertainty in 1-D Consolidation in Clay
verfasst von: Djamalddine Boumezerane
Publikationsdatum: 15.07.2020
Verlag: Springer International Publishing
Erschienen in: Geotechnical and Geological Engineering / Ausgabe 6/2020
Print ISSN: 0960-3182
Elektronische ISSN: 1573-1529
DOI: https://doi.org/10.1007/s10706-020-01465-5

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