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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  • 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

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Filing Info

  • Accession Number: 00394348
  • Record Type: Publication
  • Source Agency: Transport Research Laboratory
  • Files: ITRD, TRIS
  • Created Date: Jul 31 1985 12:00AM