Research Article
Jul 1977
Probabilistic One-Dimensional Consolidation
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VIEW THE REPLYPublication: Journal of the Geotechnical Engineering Division
Volume 103, Issue 7
Abstract
The probabilistic analysis of one-dimensional consolidation requires as input the multivariate probability density function relating hydraulic conductivity, compressibility, and porosity. A Monte Carlo approach can be used to obtain solutions to hypothetical consolidation problems in which the soil properties are generated stochastically. Results show that the standard deviations associated with the input soil properties in heterogeneous soils can lead to large uncertainties in predicted hydraulic head values and consolidation rates. Uncertainties are increased by increasing soil heterogeneity and decreased by the presence of spatial trends. It appears that there is no simply way to define an equivalent homogeneous soil with single-valued average soil properties in heterogeneous soil systems. The practice, when utilized with the classical analytical solutions, may yield results significantly different from the most probable result for the actual stochastically-heterogeneous system.
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Published In
Journal of the Geotechnical Engineering Division
Volume 103 • Issue 7 • July 1977
Pages: 725 - 742
Copyright
© 1977 American Society of Civil Engineers.
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Published in print: Jul 1977
Published online: Feb 11, 2021
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Authors
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R. Allan Freeze
Prof., Dept. of Geological Sci., Univ. of British Columbia, Vancouver, Canada
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