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    Predicting Liquefaction-Induced Lateral Spreading by Using Neural Network and Neuro-Fuzzy Techniques

    Source: International Journal of Geomechanics:;2016:;Volume ( 016 ):;issue: 004
    Author:
    Zulkuf Kaya
    DOI: 10.1061/(ASCE)GM.1943-5622.0000607
    Publisher: American Society of Civil Engineers
    Abstract: The prediction of lateral spreading is an important task because of the complexities of lateral-spreading behavior. The aim of this work is to improve an accurate liquefaction-induced lateral-spreading prediction by using multiple regression methods, such as multilinear regression (MLR), multilayer perceptrons (MLPs), and the adaptive neuro-fuzzy inference system (ANFIS). Predictions of lateral spreading from the developed MLR, MLP, and ANFIS models in tractable (susceptible) equation form are obtained and compared with the value predicted using traditional methods. Principal-component analysis is used to evaluate the effects of each input variable on the lateral spreading. On the basis of the comparisons, it is found that the MLP is better than the ANFIS, MLR, and Youd equation for estimating maximum lateral displacement of free-face conditions. For gently sloping ground conditions, however, similar results are obtained with MLP and ANFIS, which are better than the MLR and Youd equation. The MLP model was also tested with data obtained from Adapazari, Turkey, to estimate total lateral displacement.
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      Predicting Liquefaction-Induced Lateral Spreading by Using Neural Network and Neuro-Fuzzy Techniques

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4243169
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    contributor authorZulkuf Kaya
    date accessioned2017-12-30T12:54:12Z
    date available2017-12-30T12:54:12Z
    date issued2016
    identifier other%28ASCE%29GM.1943-5622.0000607.pdf
    identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4243169
    description abstractThe prediction of lateral spreading is an important task because of the complexities of lateral-spreading behavior. The aim of this work is to improve an accurate liquefaction-induced lateral-spreading prediction by using multiple regression methods, such as multilinear regression (MLR), multilayer perceptrons (MLPs), and the adaptive neuro-fuzzy inference system (ANFIS). Predictions of lateral spreading from the developed MLR, MLP, and ANFIS models in tractable (susceptible) equation form are obtained and compared with the value predicted using traditional methods. Principal-component analysis is used to evaluate the effects of each input variable on the lateral spreading. On the basis of the comparisons, it is found that the MLP is better than the ANFIS, MLR, and Youd equation for estimating maximum lateral displacement of free-face conditions. For gently sloping ground conditions, however, similar results are obtained with MLP and ANFIS, which are better than the MLR and Youd equation. The MLP model was also tested with data obtained from Adapazari, Turkey, to estimate total lateral displacement.
    publisherAmerican Society of Civil Engineers
    titlePredicting Liquefaction-Induced Lateral Spreading by Using Neural Network and Neuro-Fuzzy Techniques
    typeJournal Paper
    journal volume16
    journal issue4
    journal titleInternational Journal of Geomechanics
    identifier doi10.1061/(ASCE)GM.1943-5622.0000607
    page04015095
    treeInternational Journal of Geomechanics:;2016:;Volume ( 016 ):;issue: 004
    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
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