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contributor authorZulkuf
contributor authorKaya
date accessioned2017-05-08T22:32:30Z
date available2017-05-08T22:32:30Z
date copyrightAugust 2016
date issued2016
identifier other48960612.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/82293
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
treeInternational Journal of Geomechanics:;2016:;Volume ( 016 ):;issue: 004
contenttypeFulltext


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