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contributor authorS. Firouzianbandpey
contributor authorL. B. Ibsen
contributor authorD. V. Griffiths
contributor authorM. J. Vahdatirad
contributor authorL. V. Andersen
contributor authorJ. D. Sørensen
date accessioned2017-05-08T22:22:49Z
date available2017-05-08T22:22:49Z
date copyrightDecember 2015
date issued2015
identifier other43768404.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/79110
description abstractIn geotechnical engineering analysis and design, the frequency and spacing of borehole information is of great interest, especially when field data are limited. This paper uses random field models to deal with uncertainty in soil properties owing to spatial variability, by analyzing in-situ cone penetration test (CPT) data from a sandy site in northern Denmark. To provide a best estimate of properties between observation points in the random field, a Kriging interpolation approach has been applied. As expected, for small correlation lengths, the estimated field quantities at intermediate locations between data points are close to the mean value of the measured results, and a high uncertainty is associated with the estimate. A longer correlation length reduces the error and implies more variation in the estimated values between the data points.
publisherAmerican Society of Civil Engineers
titleEffect of Spatial Correlation Length on the Interpretation of Normalized CPT Data Using a Kriging Approach
typeJournal Paper
journal volume141
journal issue12
journal titleJournal of Geotechnical and Geoenvironmental Engineering
identifier doi10.1061/(ASCE)GT.1943-5606.0001358
treeJournal of Geotechnical and Geoenvironmental Engineering:;2015:;Volume ( 141 ):;issue: 012
contenttypeFulltext


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