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    Comparison between Two Different Pluviation Setups of Sand Specimens

    Source: Journal of Materials in Civil Engineering:;2017:;Volume ( 029 ):;issue: 010
    Author:
    Abdolah Tabaroei
    ,
    Saeed Abrishami
    ,
    Ehsan Seyedi Hosseininia
    DOI: 10.1061/(ASCE)MT.1943-5533.0001985
    Publisher: American Society of Civil Engineers
    Abstract: Sand pluviation is a method used to prepare a model sand specimen to carry out some particular laboratory tests such as static and dynamic tests on footings, retaining walls, piles, as well as calibration of static and dynamic penetrometers. Preparation of uniform reconstituted sand specimens of required density is a prerequisite for obtaining reliable results. In this paper, two rainer systems, which are capable to prepare homogeneous sand specimens, are introduced. The first is a rainer system with a perforated plate and the second is a portable curtain rainer system. The portable curtain rainer system essentially consisting of a sand storage, flexible hose, a hopper, rigid tubes, and curtain with different opening widths. This study aims to reach a better understanding of the effects of deposition intensity (DI) and height of fall (HF) on the relative density (RD) of reconstituted sand specimens. The uniformity of the sand bed is verified by measuring the relative densities of 20 samples at different locations of the tank. By using a portable curtain rainer system, large uniform sand specimens with a wide range of RD=23–96% can be achieved. The results demonstrate that at a lower value of HF, the variation of RD is significant, while it has an insignificant effect on RD for values of HF≥600  mm. Furthermore, in order to achieve a dense to very dense sand bed, the DI should be controlled. It was also observed that both systems significantly improve the horizontal and vertical homogeneities of the sand specimens. With an increase in the RD of reconstituted sand specimens, higher repeatability of uniform pluviation was achieved.
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      Comparison between Two Different Pluviation Setups of Sand Specimens

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    contributor authorAbdolah Tabaroei
    contributor authorSaeed Abrishami
    contributor authorEhsan Seyedi Hosseininia
    date accessioned2017-12-16T09:02:02Z
    date available2017-12-16T09:02:02Z
    date issued2017
    identifier other%28ASCE%29MT.1943-5533.0001985.pdf
    identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4237665
    description abstractSand pluviation is a method used to prepare a model sand specimen to carry out some particular laboratory tests such as static and dynamic tests on footings, retaining walls, piles, as well as calibration of static and dynamic penetrometers. Preparation of uniform reconstituted sand specimens of required density is a prerequisite for obtaining reliable results. In this paper, two rainer systems, which are capable to prepare homogeneous sand specimens, are introduced. The first is a rainer system with a perforated plate and the second is a portable curtain rainer system. The portable curtain rainer system essentially consisting of a sand storage, flexible hose, a hopper, rigid tubes, and curtain with different opening widths. This study aims to reach a better understanding of the effects of deposition intensity (DI) and height of fall (HF) on the relative density (RD) of reconstituted sand specimens. The uniformity of the sand bed is verified by measuring the relative densities of 20 samples at different locations of the tank. By using a portable curtain rainer system, large uniform sand specimens with a wide range of RD=23–96% can be achieved. The results demonstrate that at a lower value of HF, the variation of RD is significant, while it has an insignificant effect on RD for values of HF≥600  mm. Furthermore, in order to achieve a dense to very dense sand bed, the DI should be controlled. It was also observed that both systems significantly improve the horizontal and vertical homogeneities of the sand specimens. With an increase in the RD of reconstituted sand specimens, higher repeatability of uniform pluviation was achieved.
    publisherAmerican Society of Civil Engineers
    titleComparison between Two Different Pluviation Setups of Sand Specimens
    typeJournal Paper
    journal volume29
    journal issue10
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)MT.1943-5533.0001985
    treeJournal of Materials in Civil Engineering:;2017:;Volume ( 029 ):;issue: 010
    contenttypeFulltext
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