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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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