Reducing Uncertainty On The Results Of Reliability Analysis Of Earth Fills Using Stochastic Estimations
Price
Free (open access)
Transaction
Volume
45
Pages
11
Published
2000
Size
1,048 kb
Paper DOI
10.2495/RISK000321
Copyright
WIT Press
Author(s)
Z. Mrabet & A. Bouayed
Abstract
Reducing uncertainty on the results of reliability analysis of earth fills using stochastic estimations Z. Mrabet' & A. Bouayecf ' University of Portsmouth School of Earth, Environmental & Physical Sciences,Portsmouth, UK ^ Laboratoire de Geomecanique, Vandoeuvre-les-Nancy, France Abstract This paper considers the uncertainties in soil parameters of earth fill structures, specifically their spatial variability. The use of random field theory will be detailed, in conjunction with the stochastic finite element method (SFEM), to describe and model the uncertainty in geotechnical properties of compacted soil masses. The paper focuses on the importance of conditional random fields that take into account supplementary data during the construction phase of earth fills. 1 Introduction The design of earth fill structures and theirs construction is based on using materials associated with properties that have a significant degree of uncertainty. These properties c
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