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    Change in Microporosity of Granitic Building Stones upon Consolidation Treatments

    Source: Journal of Materials in Civil Engineering:;2007:;Volume ( 019 ):;issue: 005
    Author:
    A. C. Iñigo
    ,
    J. F. Supit
    ,
    O. Prieto
    ,
    V. Rives
    DOI: 10.1061/(ASCE)0899-1561(2007)19:5(437)
    Publisher: American Society of Civil Engineers
    Abstract: The microporosity of granite stones has been studied in both the untreated condition as well as after being treated with a consolidation treatment using two commercial products. A decrease in the specific surface area and pore size distribution (especially micropores) has been found in samples treated with an organic silicate consolidant. Treatment with a consolidant containing polysiloxane (a water repellent agent) leads to variable results, depending on the precise pore structure of the untreated stone. The use of consolidation treatments may restrict flow of fluids (e.g., water, saline solutions, etc.) through the pores of the stones, which may decrease degradation.
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      Change in Microporosity of Granitic Building Stones upon Consolidation Treatments

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    http://yetl.yabesh.ir/yetl1/handle/yetl/46312
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    • Journal of Materials in Civil Engineering

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    contributor authorA. C. Iñigo
    contributor authorJ. F. Supit
    contributor authorO. Prieto
    contributor authorV. Rives
    date accessioned2017-05-08T21:18:21Z
    date available2017-05-08T21:18:21Z
    date copyrightMay 2007
    date issued2007
    identifier other%28asce%290899-1561%282007%2919%3A5%28437%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/46312
    description abstractThe microporosity of granite stones has been studied in both the untreated condition as well as after being treated with a consolidation treatment using two commercial products. A decrease in the specific surface area and pore size distribution (especially micropores) has been found in samples treated with an organic silicate consolidant. Treatment with a consolidant containing polysiloxane (a water repellent agent) leads to variable results, depending on the precise pore structure of the untreated stone. The use of consolidation treatments may restrict flow of fluids (e.g., water, saline solutions, etc.) through the pores of the stones, which may decrease degradation.
    publisherAmerican Society of Civil Engineers
    titleChange in Microporosity of Granitic Building Stones upon Consolidation Treatments
    typeJournal Paper
    journal volume19
    journal issue5
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)0899-1561(2007)19:5(437)
    treeJournal of Materials in Civil Engineering:;2007:;Volume ( 019 ):;issue: 005
    contenttypeFulltext
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