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    Cyclic Behavior of Iron Ore Fines on Board Bulk Carriers: Scale Model Analysis

    Source: Journal of Materials in Civil Engineering:;2017:;Volume ( 029 ):;issue: 007
    Author:
    Michael C. Munro
    ,
    Abbas Mohajerani
    DOI: 10.1061/(ASCE)MT.1943-5533.0001915
    Publisher: American Society of Civil Engineers
    Abstract: Solid bulk cargoes have been known to liquefy in the holds of bulk carriers since the loss of the Bengal in 1910. Because of the increased demand for iron ore fines over the past 20 years, export industries have experienced further incidents where liquefaction of the cargo was the suspected cause. The objective of this study was to develop a scale model of bulk carrier hold in order to investigate the variability of the physical properties of iron ore fines, which govern the liquefaction potential under cyclic loading. Additionally, by associating the theory of liquefaction of partially saturated soils to the cyclic behavior of the samples, the apparent shear strength of the samples can be determined. During this study a scale model and an iron ore fines plunger were developed and utilized. The physical properties of the samples of iron ore fines were monitored during the scale model test, and the point at which moisture migration began to occur was determined. The boundary where the material showed a significant loss of shear strength, referred to as the critical failure curve, was also determined using the iron ore fines plunger. After consistent results were shown using both methods, the moisture content at which the sample was considered potentially liquefiable was concluded and compared with the results from the current test method used to reduce liquefaction incidents on bulk carriers.
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      Cyclic Behavior of Iron Ore Fines on Board Bulk Carriers: Scale Model Analysis

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4237739
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    contributor authorMichael C. Munro
    contributor authorAbbas Mohajerani
    date accessioned2017-12-16T09:02:19Z
    date available2017-12-16T09:02:19Z
    date issued2017
    identifier other%28ASCE%29MT.1943-5533.0001915.pdf
    identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4237739
    description abstractSolid bulk cargoes have been known to liquefy in the holds of bulk carriers since the loss of the Bengal in 1910. Because of the increased demand for iron ore fines over the past 20 years, export industries have experienced further incidents where liquefaction of the cargo was the suspected cause. The objective of this study was to develop a scale model of bulk carrier hold in order to investigate the variability of the physical properties of iron ore fines, which govern the liquefaction potential under cyclic loading. Additionally, by associating the theory of liquefaction of partially saturated soils to the cyclic behavior of the samples, the apparent shear strength of the samples can be determined. During this study a scale model and an iron ore fines plunger were developed and utilized. The physical properties of the samples of iron ore fines were monitored during the scale model test, and the point at which moisture migration began to occur was determined. The boundary where the material showed a significant loss of shear strength, referred to as the critical failure curve, was also determined using the iron ore fines plunger. After consistent results were shown using both methods, the moisture content at which the sample was considered potentially liquefiable was concluded and compared with the results from the current test method used to reduce liquefaction incidents on bulk carriers.
    publisherAmerican Society of Civil Engineers
    titleCyclic Behavior of Iron Ore Fines on Board Bulk Carriers: Scale Model Analysis
    typeJournal Paper
    journal volume29
    journal issue7
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)MT.1943-5533.0001915
    treeJournal of Materials in Civil Engineering:;2017:;Volume ( 029 ):;issue: 007
    contenttypeFulltext
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