Influence of strain on own porosity and properties of cement stone

Number of journal: 9-2015
Autors:

Nesvetaev G.V.
Kardumyan G.S.

DOI: https://doi.org/10.31659/0585-430X-2015-729-9-38-42
УДК: 666.972

 

AbstractAbout AuthorsReferences
Models establishing the relationship between the total porosity of cement stone and its properties such as the ultimate compressive strength, E-modulus and creep coefficient are proposed. Compliance of models with the experimental data is shown. Models make it possible to predict changes in the strength and deformation properties of cement stone depending on changes in its total porosity under the influence of prescription or technological factors.
G.V. NESVETAEV1, Doctor of Sciences (Engineering)
G.S. KARDUMYAN2, Candidate of Sciences(Engineering) (This email address is being protected from spambots. You need JavaScript enabled to view it.)

1 Rostov State University of Civil Engineering (162, Sotcialisticheskaya Street, Rostov-on-Don, 344022, Russian Federation)
2 Research, Design and Technological Institute of Concrete and Reinforced Concrete named after A.A. Gvozdev (6/5, Institutskaya Street, Moscow,109428, Russian Federation)

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For citation: Nesvetaev G.V., Kardumyan G.S. Influence of strain on own porosity and properties of cement stone. Stroitel’nye Materialy [Construction Materials]. 2015. No. 9, pp. 38-42. (In Russian). DOI: https://doi.org/10.31659/0585-430X-2015-729-9-38-42


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