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    Modeling of Compressive Strength of Geopolymers by a Hybrid ANFIS-ICA Approach

    Source: Journal of Materials in Civil Engineering:;2015:;Volume ( 027 ):;issue: 005
    Author:
    Ali Nazari
    ,
    Jay G. Sanjayan
    DOI: 10.1061/(ASCE)MT.1943-5533.0001126
    Publisher: American Society of Civil Engineers
    Abstract: A hybrid adaptive neuro-fuzzy interfacial systems–imperialist competitive algorithm (ANFIS-ICA) was presented to determine the effect of concentration of alkali solution, alkali binder to alkali solution weight ratio, alkali activator to ordinary portland cement (OPC) weight ratio, oven curing temperature, and age of curing on the compressive strength of OPC-based geopolymers. Optimization of the type and number of membership functions was carried out by ICA while the training, testin,g and validating of the collected data sets was conducted by ANFIS. The obtained results indicated that the proposed ANFIS-ICA model is capable to predict the compressive strength of geopolymeric specimens well and suitably determine the effect of each parameter on this property. A parametric study is presented to show the effect of each parameter predicted by the model on compressive strength of the specimens.
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      Modeling of Compressive Strength of Geopolymers by a Hybrid ANFIS-ICA Approach

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    contributor authorAli Nazari
    contributor authorJay G. Sanjayan
    date accessioned2017-05-08T22:16:44Z
    date available2017-05-08T22:16:44Z
    date copyrightMay 2015
    date issued2015
    identifier other40066155.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/75978
    description abstractA hybrid adaptive neuro-fuzzy interfacial systems–imperialist competitive algorithm (ANFIS-ICA) was presented to determine the effect of concentration of alkali solution, alkali binder to alkali solution weight ratio, alkali activator to ordinary portland cement (OPC) weight ratio, oven curing temperature, and age of curing on the compressive strength of OPC-based geopolymers. Optimization of the type and number of membership functions was carried out by ICA while the training, testin,g and validating of the collected data sets was conducted by ANFIS. The obtained results indicated that the proposed ANFIS-ICA model is capable to predict the compressive strength of geopolymeric specimens well and suitably determine the effect of each parameter on this property. A parametric study is presented to show the effect of each parameter predicted by the model on compressive strength of the specimens.
    publisherAmerican Society of Civil Engineers
    titleModeling of Compressive Strength of Geopolymers by a Hybrid ANFIS-ICA Approach
    typeJournal Paper
    journal volume27
    journal issue5
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)MT.1943-5533.0001126
    treeJournal of Materials in Civil Engineering:;2015:;Volume ( 027 ):;issue: 005
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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