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contributor authorPradeep U. Kurup
contributor authorNitin K. Dudani
date accessioned2017-05-08T21:27:30Z
date available2017-05-08T21:27:30Z
date copyrightJuly 2002
date issued2002
identifier other%28asce%291090-0241%282002%29128%3A7%28569%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/52205
description abstractThis paper evaluates the feasibility of using artificial neural network (ANN) models for estimating the overconsolidation ratio (OCR) of clays from piezocone penetration tests (PCPT). Three feed-forward, back-propagation ANN models are developed, and trained using actual PCPT records from test sites around the world. The soil deposits range from soft, normally consolidated intact clays to very stiff, heavily overconsolidated fissured clays. ANN model 1 is a general model applicable for both intact and fissured clays. ANN model 2 is suited for intact clays, and ANN model 3 is applicable to fissured clays only. The models are validated using new PCPT data (not used for training), and by comparing model predictions with reference OCR values obtained from oedometer tests. For intact clays, ANN model 2 gives better OCR estimates compared to ANN model 1. For fissured clays, ANN model 3 gives better estimates compared to ANN model 1. Some of the existing interpretation methods are reviewed. Compared to the existing methods, ANN models 2 and 3 give very good estimates of OCR.
publisherAmerican Society of Civil Engineers
titleNeural Networks for Profiling Stress History of Clays from PCPT Data
typeJournal Paper
journal volume128
journal issue7
journal titleJournal of Geotechnical and Geoenvironmental Engineering
identifier doi10.1061/(ASCE)1090-0241(2002)128:7(569)
treeJournal of Geotechnical and Geoenvironmental Engineering:;2002:;Volume ( 128 ):;issue: 007
contenttypeFulltext


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