Journal article

Statistical fitting of undrained strength data

Abstract:: An approach is described, based on Bayesian statistical methods, that allows the fitting of a design profile to a set of measurements of undrained strengths. In particular allowance is made for the automatic determination of not only the positions of boundaries between geological units, but also the selection of the number of units to model the data in an appropriate way.

Publication status:: Published

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APA Style

Houlsby, N., & Houlsby, G. (2013). Statistical fitting of undrained strength data. GEOTECHNIQUE, 63(14), 1253–1263.

MLA Style

Houlsby, N, and G Houlsby. “Statistical Fitting of Undrained Strength Data.” GEOTECHNIQUE, vol. 63, no. 14, 2013, pp. 1253–63.

Chicago Style

Houlsby, N, and G Houlsby. 2013. “Statistical Fitting of Undrained Strength Data.” GEOTECHNIQUE 63 (14): 1253–63.
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Publisher copy:: 10.1680/geot.13.P.007

Authors

+ Houlsby, N More by this author

Role:: Author

+ Houlsby, G More by this author

Institution:: University of Oxford
Division:: MPLS
Department:: Engineering Science
Sub department:: Civil Engineering
Role:: Author

Journal:: GEOTECHNIQUE More from this journal
Volume:: 63
Issue:: 14
Pages:: 1253-1263
Publication date:: 2013-11-01
DOI:: 10.1680/geot.13.P.007
EISSN:: 1751-7656
ISSN:: 0016-8505

Language:: English
Keywords:: statistical methods

clays

site investigation

shear strength
Pubs id:: pubs:446431
UUID:: uuid:5f57d04e-3392-4371-a96c-548d6336c1f2
Local pid:: pubs:446431
Source identifiers:: 446431
Deposit date:: 2014-08-18
ARK identifier:: ark:/29072/ora_5f57d04e33924371a96c548d6336c1f2

Terms of use

Copyright date:: 2013

Licence:: Terms and Conditions of Use for Oxford University Research Archive

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