Concrete Journal
Online ISSN : 2186-2753
Print ISSN : 0387-1061
ISSN-L : 0387-1061
Volume 34, Issue 12
Displaying 1-7 of 7 articles from this issue
  • A. Kasahara, R. Sato, Y. Hachiya
    1996Volume 34Issue 12 Pages 3-8
    Published: December 01, 1996
    Released on J-STAGE: April 26, 2013
    JOURNAL FREE ACCESS
    This paper summarizes the state of art on concrete pavement design procedures. First, on jointed concrete pavements, design procedures in both Japan and foreign countries are explained in roads, airports, ports, separately. Second, design procedures of continuously reinforced concrete pavement, prestressed concrete pavement, roller compacted concrete pavement, steel fiber reinforced concrete pavement and block pavement are described. Finally, new structural design procedure specified by the Japan Society of Civil Engineers, which is based on the pavement serviceability, is summarized briefly.
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  • Hiroshi Mori
    1996Volume 34Issue 12 Pages 9-15
    Published: December 01, 1996
    Released on J-STAGE: April 26, 2013
    JOURNAL FREE ACCESS
    Many studies on the rheology of fresh concrete have been carried out recently. However, it is difficult to apply the almost rheological tests to the evaluating method for fresh concretes directly because of its complicated properties due to the non-homogeneity. Though the slump test has being used in construction site as a workability test or consistency test, the theoretical and mechanical meanings of slump test are not recognized, and this shortage of understanding is considered to be one of the obstruction for establishing the reasonable evaluation system for the quality of fresh concrete. In this paper, some studies investigating the mechanical meaning of the consistency tests and the rheological meaning of the material properties measured by these tests are introduced, and the problems and the prospects in the evaluation system of fresh concrete are discussed.
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  • Toyoharu Nawa
    1996Volume 34Issue 12 Pages 16-25
    Published: December 01, 1996
    Released on J-STAGE: April 26, 2013
    JOURNAL FREE ACCESS
    Recent remarkable changes in construction environment are demanding improved technology for production of high performance concrete with low heat, far greater workability and high strength. With these points as background, belite rich cements which were first developed as a low heat cement, are being applied to high strength and highly flowable concrete and/or low heat and high strength concrete with a design strength Fc in the range of 60 to 80 N/mm2, and their effectiveness is being recognized. This paper outlines the current status of belite rich cement in terms of its type, and discusses its action mechanisms for fluidity and strength development from the viewpoints of selectively nonuniform absorption of AE and high-range water reducing agent and the hydration reaction of the cement compounds, respectively. Finally, the typical properties of concrete made with belite rich cement are introduced and compared with ordinary Portland cement.
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  • [in Japanese], [in Japanese], [in Japanese], [in Japanese], [in Japane ...
    1996Volume 34Issue 12 Pages 26-29
    Published: December 01, 1996
    Released on J-STAGE: April 26, 2013
    JOURNAL FREE ACCESS
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  • [in Japanese], [in Japanese], [in Japanese], [in Japanese]
    1996Volume 34Issue 12 Pages 30-33
    Published: December 01, 1996
    Released on J-STAGE: April 26, 2013
    JOURNAL FREE ACCESS
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  • [in Japanese]
    1996Volume 34Issue 12 Pages 48-55
    Published: December 01, 1996
    Released on J-STAGE: April 26, 2013
    JOURNAL FREE ACCESS
    Download PDF (1810K)
  • 1996Volume 34Issue 12 Pages 55
    Published: 1996
    Released on J-STAGE: April 26, 2013
    JOURNAL FREE ACCESS
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