Chapter
Mar 28, 2013
Assessing Soil Correlation Distances and Fractal Behavior
Publication: Foundation Engineering in the Face of Uncertainty: Honoring Fred H. Kulhawy
Abstract
An essential parameter used in reliability analyses of geotechnical engineering systems, particularly foundations, and probabilistic modeling of soil profiles is the correlation distance, which is also known as the scale of fluctuation and the range of influence. This parameter is often difficult to measure, as it requires extensive field testing, which is usually beyond the scope of most geotechnical investigations, and is hence associated only with uncommon research studies. This paper presents the results of a number of investigations in clay and sand, which were designed to quantify the spatial variability and, hence, the correlation distance of these soils. The paper describes and makes use of random field theory, geostatistics, and fractal theory to facilitate the assessment of spatial variability and the correlation distances in both the vertical and horizontal directions.
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© 2013 American Society of Civil Engineers.
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Published online: Mar 28, 2013
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Head of School and Associate Professor, School of Civil, Environmental, and Mining Engineering, University of Adelaide, 5005, Australia. E-mail: [email protected]
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ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.