Neural Networks for Profiling Stress History of Clays from PCPT Data |
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Authors: | Pradeep U Kurup Nitin K Dudani |
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Affiliation: | 1Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of Massachusetts Lowell, 1 University Ave., Lowell, MA?01854. 2Field Engineer, Haley & Aldrich Inc., 465 Medford St., Suite 2200, Boston, MA?02129.
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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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Keywords: | Neural networks Stress history Clays Overconsolidation |
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