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    Influence of Sample Holding Time on the Fluvial Erosion of Remolded Cohesive Soils

    Source: Journal of Hydraulic Engineering:;2018:;Volume ( 144 ):;issue: 008
    Author:
    Akinola Akinrotimi Idowu;Wynn-Thompson Theresa;Olgun Celal Guney;Cuceoglu Faik;Mostaghimi Saied
    DOI: 10.1061/(ASCE)HY.1943-7900.0001504
    Publisher: American Society of Civil Engineers
    Abstract: Despite extensive research on bridge scour and channel erosion, predicting the occurrence and rate of cohesive soil erosion remains problematic. The lack of standard procedures for sample preparation and testing has resulted in wide variations in testing conditions, devices, and soil properties across erosion studies, ultimately preventing the synthesis of cohesive erosion studies and progress in understanding the fundamental processes of cohesive soil erosion. Therefore, the objective of this study was to evaluate the effects of sample holding time on the fluvial erosion of remolded cohesive soils to inform the development of standard testing procedures. Three different soils (fat clay, lean clay, and silty sand) were tested in a flume following multiple sample holding times. Results show that erosion rate can decrease 85–95% within 72 h of soil wetting, depending on clay mineralogy. These results highlight the importance of maintaining a consistent soil preparation protocol in cohesive soil erosion experiments and reporting soil sample holding durations when conducting cohesive erosion research using remolded samples.
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      Influence of Sample Holding Time on the Fluvial Erosion of Remolded Cohesive Soils

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    contributor authorAkinola Akinrotimi Idowu;Wynn-Thompson Theresa;Olgun Celal Guney;Cuceoglu Faik;Mostaghimi Saied
    date accessioned2019-02-26T07:44:55Z
    date available2019-02-26T07:44:55Z
    date issued2018
    identifier other%28ASCE%29HY.1943-7900.0001504.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4249074
    description abstractDespite extensive research on bridge scour and channel erosion, predicting the occurrence and rate of cohesive soil erosion remains problematic. The lack of standard procedures for sample preparation and testing has resulted in wide variations in testing conditions, devices, and soil properties across erosion studies, ultimately preventing the synthesis of cohesive erosion studies and progress in understanding the fundamental processes of cohesive soil erosion. Therefore, the objective of this study was to evaluate the effects of sample holding time on the fluvial erosion of remolded cohesive soils to inform the development of standard testing procedures. Three different soils (fat clay, lean clay, and silty sand) were tested in a flume following multiple sample holding times. Results show that erosion rate can decrease 85–95% within 72 h of soil wetting, depending on clay mineralogy. These results highlight the importance of maintaining a consistent soil preparation protocol in cohesive soil erosion experiments and reporting soil sample holding durations when conducting cohesive erosion research using remolded samples.
    publisherAmerican Society of Civil Engineers
    titleInfluence of Sample Holding Time on the Fluvial Erosion of Remolded Cohesive Soils
    typeJournal Paper
    journal volume144
    journal issue8
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)HY.1943-7900.0001504
    page4018049
    treeJournal of Hydraulic Engineering:;2018:;Volume ( 144 ):;issue: 008
    contenttypeFulltext
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