HARDENED PORTLAND CEMENT PASTES, MODELISATION OF THE MICRO-STRUCTURE AND EVOLUTION LAWS OF MECHANICAL PROPERTIES II - COMPRESSIVE STRENGTH LAW
This paper is the second in a series of three. The test results reported here confirm the validity and the generality of the compressive strength law and of the model of the micro-structure proposed for hardened portland cement pastes in the first paper of this series. The main features of the model so confirmed are: the growth mode of the hydrated grains, the characteristic patterns of the evolution of the capillary porosity and of the hydration degree for cement pastes. See also TRIS Nos. 394347 and 394349. (TRRL)
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Availability:
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Corporate Authors:
Pergamon Press, Incorporated
Maxwell House, Fairview Park
Elmsford, NY United States 10523 -
Authors:
- Granju, J L
- Maso, J C
- Publication Date: 1984-5
Media Info
- Features: Figures; References;
- Pagination: p. 303-310
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Serial:
- Cement and Concrete Research
- Volume: 14
- Issue Number: 3
- Publisher: Elsevier
- ISSN: 0008-8846
- Serial URL: http://www.sciencedirect.com/science/journal/00088846
Subject/Index Terms
- TRT Terms: Capillaries; Capillarity; Cement paste; Compression; Compressive strength; Hydration; Mathematical models; Mechanical properties; Microstructure; Porosity; Portland cement concrete; Strength of materials
- ITRD Terms: 5901: Capillarity; 4767: Cement paste; 5532: Compression; 7195: Hydration; 6473: Mathematical model; 5938: Porosity; 5544: Strength (mater)
- Subject Areas: Highways; Materials; Planning and Forecasting; I32: Concrete; I72: Traffic and Transport Planning;
Filing Info
- Accession Number: 00394348
- Record Type: Publication
- Source Agency: Transport Research Laboratory
- Files: ITRD, TRIS
- Created Date: Jul 31 1985 12:00AM