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    Neural Networks for Profiling Stress History of Clays from PCPT Data

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2002:;Volume ( 128 ):;issue: 007
    Author:
    Pradeep U. Kurup
    ,
    Nitin K. Dudani
    DOI: 10.1061/(ASCE)1090-0241(2002)128:7(569)
    Publisher: American Society of Civil Engineers
    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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      Neural Networks for Profiling Stress History of Clays from PCPT Data

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    http://yetl.yabesh.ir/yetl1/handle/yetl/52205
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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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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian