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Concrete microstructure porosity and permeability

Author: D M Roy; Pennsylvania State University. Materials Research Laboratory.; Strategic Highway Research Program (U.S.)
Publisher: Washington, D.C. : Strategic Highway Research Program, National Research Council, 1993.
Edition/Format:   Print book : EnglishView all editions and formats
Summary:
A model has been developed that lays the foundation for relating porosity to permeability. This is based on knowledge gained from previous work as well as experimental and theoretical input from the present program. A linear combination of lognormal distributions may be used to define the pore structure. This report contains five papers relevant to this topic.
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Material Type: Internet resource
Document Type: Book, Internet Resource
All Authors / Contributors: D M Roy; Pennsylvania State University. Materials Research Laboratory.; Strategic Highway Research Program (U.S.)
OCLC Number: 29180102
Notes: "SHRP-C-628."
Description: v, 86, [1] pages : illustrations ; 28 cm
Contents: Abstract --
Executive summary --
A model for the distribution of pore sizes in cement paste --
Lognormal simulation of pore evolution during cement and mortar hardening --
Concrete microstructure and its relationship to pore structure, permeability, and general durability --
Porosity/permeability relationship --
Relationship between permeability, porosity, diffusion and microstructure of cement pastes, mortar, and concrete at different temperatures.
Responsibility: D.M. Roy [and others], Materials Research Laboratory, the Pennsylvania State University.

Abstract:

A model has been developed that lays the foundation for relating porosity to permeability. This is based on knowledge gained from previous work as well as experimental and theoretical input from the present program. A linear combination of lognormal distributions may be used to define the pore structure. This report contains five papers relevant to this topic.

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