Neural Networks for Profiling Stress History of Clays from PCPT Data
Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 128, Issue 7
Abstract
This 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.
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Published In
Journal of Geotechnical and Geoenvironmental Engineering
Volume 128 • Issue 7 • July 2002
Pages: 569 - 579
Copyright
Copyright © 2002 American Society of Civil Engineers.
History
Received: Dec 8, 2000
Accepted: Jan 8, 2002
Published online: Jun 14, 2002
Published in print: Jul 2002
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