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    Effect of Irregular Seabed Profile on Upheaval Buckling of Buried Offshore Pipelines 

    Source: Journal of Pipeline Systems Engineering and Practice:;2017:;Volume ( 008 ):;issue: 004
    Author(s): P. Rajeev; D. J. Robert
    Publisher: American Society of Civil Engineers
    Abstract: Offshore pipelines are commonly buried in seabeds for protection against damage, for better insulation, and to prevent upheaval buckling induced by thermal and pressure loadings. The seabed imperfection is one of the ...
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    Undrained Load-Displacement Behavior of Partially Embedded Pipeline on Seabed 

    Source: Journal of Pipeline Systems Engineering and Practice:;2016:;Volume ( 007 ):;issue: 001
    Author(s): M. Senthilkumar; P. Rajeev; D. J. Robert; J. Kodikara
    Publisher: American Society of Civil Engineers
    Abstract: The initial embedment of as-laid offshore pipeline is one of the important design considerations for on-bottom stability analysis. Despite the significant advancement in the use of numerical and analytical methods to predict ...
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    Closure to “Experimental Study on Contact Erosion Failure in Pavement Embankment with Dispersive Clay” by S. Premkumar, J. Piratheepan, A. Arulrajah, M. Disfani, and P. Rajeev 

    Source: Journal of Materials in Civil Engineering:;2017:;Volume ( 029 ):;issue: 005
    Author(s): S. Premkumar; J. Piratheepan; A. Arulrajah; M. Disfani; P. Rajeev
    Publisher: American Society of Civil Engineers
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    Field Performance of In-Service Cast Iron Gas Reticulation Pipe Buried in Reactive Clay 

    Source: Journal of Pipeline Systems Engineering and Practice:;2016:;Volume ( 007 ):;issue: 002
    Author(s): D. Chan; P. Rajeev; J. Kodikara; C. Gallage
    Publisher: American Society of Civil Engineers
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    Undrained Load-Displacement Behavior of Partially Embedded Pipeline on Seabed 

    Source: Journal of Pipeline Systems Engineering and Practice:;2016:;Volume ( 007 ):;issue: 001
    Author(s): M. Senthilkumar; P. Rajeev; D. J. Robert; J. Kodikara
    Publisher: American Society of Civil Engineers
    Abstract: The initial embedment of as-laid offshore pipeline is one of the important design considerations for on-bottom stability analysis. Despite the significant advancement in the use of numerical and analytical methods to predict ...
    Request PDF

    Experimental Study on Contact Erosion Failure in Pavement Embankment with Dispersive Clay 

    Source: Journal of Materials in Civil Engineering:;2016:;Volume ( 028 ):;issue: 004
    Author(s): S. Premkumar; J. Piratheepan; A. Arulrajah; M. M. Disfani; P. Rajeev
    Publisher: American Society of Civil Engineers
    Abstract: Soft subgrades are not strong enough to provide the required degree of compaction for a pavement embankment’s foundation. Therefore, it is required to treat the subgrade soil or construct a working platform on top of the ...
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    Experimental Study on Contact Erosion Failure in Pavement Embankment with Dispersive Clay 

    Source: Journal of Materials in Civil Engineering:;2016:;Volume ( 028 ):;issue: 004
    Author(s): S. Premkumar; J. Piratheepan; A. Arulrajah; M. M. Disfani; P. Rajeev
    Publisher: American Society of Civil Engineers
    Abstract: Soft subgrades are not strong enough to provide the required degree of compaction for a pavement embankment’s foundation. Therefore, it is required to treat the subgrade soil or construct a working platform on top of the ...
    Request PDF
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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