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    Andreasen Particle Packing Method on the Development of Geopolymer Concrete for Civil Engineering

    Source: Journal of Materials in Civil Engineering:;2014:;Volume ( 026 ):;issue: 004
    Author:
    Paulo H. R. Borges
    ,
    Lucas F. Fonseca
    ,
    Vitor A. Nunes
    ,
    Tulio H. Panzera
    ,
    Carolina C. Martuscelli
    DOI: 10.1061/(ASCE)MT.1943-5533.0000838
    Publisher: American Society of Civil Engineers
    Abstract: Alkali-activated binders (AAB) or geopolymers are new ceramic materials with the potential to replace portland cement in a wide range of applications, from immobilization of heavy metals to concretes for civil engineering. They rely on the alkaline activation of aluminosilicates, such as blast furnace slag (BFS), pulverized fly ash (PFA), and metakaolin (MK). Despite their high mechanical strength and chemical durability, geopolymer concretes are in many cases marked with high porosity and permeability, which could negatively affect the performance or long-term durability of concretes. This paper employs the Andreasen particle packing method, commonly used for ceramic materials, to improve the geopolymer formulations studied on the development of micro-concretes. Three parameters were investigated: (1) the Andreasen packing factor
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      Andreasen Particle Packing Method on the Development of Geopolymer Concrete for Civil Engineering

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    http://yetl.yabesh.ir/yetl1/handle/yetl/67235
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    contributor authorPaulo H. R. Borges
    contributor authorLucas F. Fonseca
    contributor authorVitor A. Nunes
    contributor authorTulio H. Panzera
    contributor authorCarolina C. Martuscelli
    date accessioned2017-05-08T21:56:46Z
    date available2017-05-08T21:56:46Z
    date copyrightApril 2014
    date issued2014
    identifier other%28asce%29mt%2E1943-5533%2E0000875.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/67235
    description abstractAlkali-activated binders (AAB) or geopolymers are new ceramic materials with the potential to replace portland cement in a wide range of applications, from immobilization of heavy metals to concretes for civil engineering. They rely on the alkaline activation of aluminosilicates, such as blast furnace slag (BFS), pulverized fly ash (PFA), and metakaolin (MK). Despite their high mechanical strength and chemical durability, geopolymer concretes are in many cases marked with high porosity and permeability, which could negatively affect the performance or long-term durability of concretes. This paper employs the Andreasen particle packing method, commonly used for ceramic materials, to improve the geopolymer formulations studied on the development of micro-concretes. Three parameters were investigated: (1) the Andreasen packing factor
    publisherAmerican Society of Civil Engineers
    titleAndreasen Particle Packing Method on the Development of Geopolymer Concrete for Civil Engineering
    typeJournal Paper
    journal volume26
    journal issue4
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)MT.1943-5533.0000838
    treeJournal of Materials in Civil Engineering:;2014:;Volume ( 026 ):;issue: 004
    contenttypeFulltext
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