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dc.contributor.authorPinson, Matthew B.
dc.contributor.authorJennings, Hamlin M.
dc.contributor.authorBazant, Martin Z.
dc.date.accessioned2016-04-28T11:58:10Z
dc.date.available2016-04-28T11:58:10Z
dc.date.issued2013-09
dc.identifier.isbn978-0-7844-1311-1
dc.identifier.urihttp://hdl.handle.net/1721.1/102301
dc.description.abstractSorption isotherms are frequently used to characterize the structure of porous materials such as cement. Their interpretation has been somewhat hindered by the large hysteresis observed between the adsorption and desorption processes. Here, we model the hysteresis due to pore blocking, whereby water condensed in small pores prevents propagation of a vapour interface into the pore structure, trapping water condensed in larger pores in a metastable state. The model identifies the adsorption isotherm as more useful in determining the pore size distribution. Additionally, and of particular interest, it provides a way of calculating an additional structural parameter, quantifying the exposure of mesopores (gel pores) to the surrounding atmosphere. This exposure is higher for samples with higher water-to-cement ratio, suggesting that it is mediated by capillary pores. The model also allows calculation of the connectivity of the pore structure, although the intertwined influences of exposure and connectivity make the latter difficult to interpret.en_US
dc.language.isoen_US
dc.publisherAmerican Society of Civil Engineers (ASCE)en_US
dc.relation.isversionofhttp://dx.doi.org/10.1061/9780784413111.013en_US
dc.rightsCreative Commons Attribution-Noncommercial-Share Alikeen_US
dc.rights.urihttp://creativecommons.org/licenses/by-nc-sa/4.0/en_US
dc.sourceProf. Bazant via Erja Kajosaloen_US
dc.titleInterpretation of Full Sorption-Desorption Isotherms as a Tool for Understanding Concrete Pore Structureen_US
dc.typeArticleen_US
dc.identifier.citationPinson, Matthew B., Hamlin M. Jennings, and Martin Z. Bazant. “Interpretation of Full Sorption-Desorption Isotherms as a Tool for Understanding Concrete Pore Structure.” Mechanics and Physics of Creep, Shrinkage, and Durability of Concrete (September 23, 2013).en_US
dc.contributor.departmentMassachusetts Institute of Technology. Department of Chemical Engineeringen_US
dc.contributor.departmentMassachusetts Institute of Technology. Department of Civil and Environmental Engineeringen_US
dc.contributor.departmentMassachusetts Institute of Technology. Department of Mathematicsen_US
dc.contributor.departmentMassachusetts Institute of Technology. Department of Physicsen_US
dc.contributor.approverBazant, Martin Z.en_US
dc.contributor.mitauthorPinson, Matthew B.en_US
dc.contributor.mitauthorJennings, Hamlin M.en_US
dc.contributor.mitauthorBazant, Martin Z.en_US
dc.relation.journalMechanics and Physics of Creep, Shrinkage, and Durability of Concreteen_US
dc.eprint.versionAuthor's final manuscripten_US
dc.type.urihttp://purl.org/eprint/type/ConferencePaperen_US
eprint.statushttp://purl.org/eprint/status/NonPeerRevieweden_US
dspace.orderedauthorsPinson, Matthew B.; Jennings, Hamlin M.; Bazant, Martin Z.en_US
mit.licenseOPEN_ACCESS_POLICYen_US


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