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  • Wang, Hainian  (2)
  • Mobility and traffic research  (2)
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  • Mobility and traffic research  (2)
  • 1
    Online Resource
    Online Resource
    SAGE Publications ; 2011
    In:  Transportation Research Record: Journal of the Transportation Research Board Vol. 2204, No. 1 ( 2011-01), p. 258-266
    In: Transportation Research Record: Journal of the Transportation Research Board, SAGE Publications, Vol. 2204, No. 1 ( 2011-01), p. 258-266
    Abstract: Coal gangue is a solid waste produced from the production, washing, and selection of coal processes. Coal gangue is a mixture of minerals containing carbonaceous shale, sandstone, shale, and conglomerate. Stabilizing coal gangue with different inorganic binders, such as lime, cement, and a combination of lime and fly ash, was studied. The mix design of inorganic binder–stabilized coal gangue was determined on the basis of compaction tests and unconfined compressive strength tests. The performance of inorganic binder–stabilized coal gangue was evaluated by testing for compressive strength, flexural tensile strength, freeze–thaw stability, and thermal shrinkage. It was found that inorganic binder–stabilized coal gangue has high compressive strength and flexural tensile strength, good freeze–thaw stability, and a low thermal shrinkage property. These properties satisfy the requirement of third-class roads in China. Therefore, coal gangue can be used as a base or subbase material in low-volume rural roads when it is properly stabilized by lime and fly ash or cement.
    Type of Medium: Online Resource
    ISSN: 0361-1981 , 2169-4052
    Language: English
    Publisher: SAGE Publications
    Publication Date: 2011
    detail.hit.zdb_id: 2403378-9
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  • 2
    Online Resource
    Online Resource
    SAGE Publications ; 2011
    In:  Transportation Research Record: Journal of the Transportation Research Board Vol. 2210, No. 1 ( 2011-01), p. 106-112
    In: Transportation Research Record: Journal of the Transportation Research Board, SAGE Publications, Vol. 2210, No. 1 ( 2011-01), p. 106-112
    Abstract: Numerous research studies have been conducted on the connection between asphalt material properties and pavement performance. Asphalt mixture performance tests (AMPTs) have been part of these efforts in the past few years. One such test is the flow number test, the output of which is the flow number. Recent studies have found that flow number correlates well with the rutting potential of asphalt pavement. However, the current method used in AMPTs to examine the flow number also was highly sensitive to the variation of testing data (resulting in inaccurate flow number values) and time-consuming, especially when used on stiff asphalt mixtures. The main goal is to determine the flow number with the use of the deformation rate at the secondary state from the result of the flow number test. One hundred twenty-two flow number tests were conducted. A stepwise method was used to overcome variations in results from the flow number test. The flow number was determined with the stepwise method, then compared with the flow deformation rate. A strong correlation between flow number and deformation rate was found. Therefore, the deformation rate can be used to estimate flow number, which significantly reduces testing time. The proposed method also allows the flow number test to be terminated as soon as the permanent strain reaches 1.2%.
    Type of Medium: Online Resource
    ISSN: 0361-1981 , 2169-4052
    Language: English
    Publisher: SAGE Publications
    Publication Date: 2011
    detail.hit.zdb_id: 2403378-9
    Location Call Number Limitation Availability
    BibTip Others were also interested in ...
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