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    Experimental and Numerical Investigations to Assess the Performance of a Buried Pipe Subjected to Traffic Load / Non-Treated and Cement-Treated Trench

    Mosadegh A 2018.pdf (33.92Mb)
    Access Status
    Open access
    Authors
    Mosadegh, Ahdyeh
    Date
    2018
    Supervisor
    Prof. Hamid Nikraz
    Type
    Thesis
    Award
    PhD
    
    Metadata
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    Faculty
    Science and Engineering
    School
    Department of Civil Engineering
    URI
    http://hdl.handle.net/20.500.11937/70509
    Collection
    • Curtin Theses
    Abstract

    In this research, the performance of buried flexible pipe subjected to traffic load was investigated. First, a numerical parametric study was performed to study the influence of eight factors on pipe-soil behaviour under surface load using ABAQUS. Then, the impact of surface pressure, burial depth, number of cycles and cement stabilization on model response was investigated using laboratory experiments and numerical simulations. Equations were developed using Linear Regression Model and Artificial Neural Network using MATLAB.

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