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    Novel Remediation for Buried Pipelines under Ground Deformation: Large-Scale Laboratory Testing and Numerical Modeling 

    Source: Journal of Pipeline Systems Engineering and Practice:;2022:;Volume ( 013 ):;issue: 002:;page 04022002
    Author(s): Eziolu Ilozumba; Ali Imanpour; Samer Adeeb; Ali Fathi
    Publisher: ASCE
    Abstract: A novel mitigation technique is proposed in this paper to effectively improve the safety and integrity of buried pipelines subjected to ground deformation and to mitigate the detrimental effects of ground deformation on ...
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    Novel Remediation for Buried Pipelines under Ground Deformation: Cross-Sectional Testing and an Analytical Modeling Approach 

    Source: Journal of Pipeline Systems Engineering and Practice:;2022:;Volume ( 013 ):;issue: 003:;page 04022015
    Author(s): Eziolu Ilozumba; Ali Imanpour; Samer Adeeb; Ali Fathi
    Publisher: ASCE
    Abstract: This paper proposes a novel mitigation approach to improve the safety and structural integrity of buried steel transmission pipelines subjected to ground deformation. This method involves altering the boundary condition ...
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    Effects of Permanent Ground Deformation Patterns on Strain Demand of Pressurized Buried Continuous Steel Pipelines 

    Source: Journal of Pipeline Systems Engineering and Practice:;2022:;Volume ( 013 ):;issue: 004:;page 04022042
    Author(s): Sylvester Agbo; Kshama Roy; Samer Adeeb; Yong Li
    Publisher: ASCE
    Abstract: The structural integrity of buried pipelines is often threatened by permanent ground deformation (PGD) within the pipeline route. Oil and gas transmission steel pipelines, which usually traverse several kilometers, are ...
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    Modeling the Deformation Response of High Strength Steel Pipelines—Part I: Material Characterization to Model the Plastic Anisotropy 

    Source: Journal of Applied Mechanics:;2012:;volume( 079 ):;issue: 005:;page 51002
    Author(s): Sunil Neupane; James Ferguson; Michael Martens; Samer Adeeb; Roger Cheng
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The design equations for pipelines subjected to both internal pressure and longitudinal loading are based on the isotropic hardening plasticity model. However, high strength steel (HSS) pipelines ...
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    Modeling the Deformation Response of High Strength Steel Pipelines—Part II: Effects of Material Characterization on the Deformation Response of Pipes 

    Source: Journal of Applied Mechanics:;2012:;volume( 079 ):;issue: 005:;page 51003
    Author(s): Sunil Neupane; James Ferguson; Michael Martens; Samer Adeeb; Roger Cheng
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The material model proposed in Part I (Neupane et al. , 2012, “Modeling the Deformation Response of High Strength Steel Pipelines—Part I: Material Characterization to Model the Plastic Anisotropy,” ...
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    Probability of Failure Associated with Design and Safety Factors for Intact and Corroded Pipes under Internal Pressure 

    Source: Journal of Pipeline Systems Engineering and Practice:;2021:;Volume ( 012 ):;issue: 003:;page 04021010-1
    Author(s): Ahmed K. Abdelmoety; Qian Zheng; Yong Li; Muntaseer Kainat; Nader Yoosef-Ghodsi; Samer Adeeb
    Publisher: ASCE
    Abstract: The assessment of reliability levels associated with the design and safety factors (DFs and SFs) is important for modern pipeline engineering to achieve probabilistic design using a conventional deterministic format. To ...
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    Probabilistic Analysis of Pipelines in Geohazard Zones Using a Novel Approach for Strain Calculation 

    Source: Journal of Pipeline Systems Engineering and Practice:;2024:;Volume ( 015 ):;issue: 001:;page 04023054-1
    Author(s): Qian Zheng; Ismael Allouche; Weichen Qiu; Yong Li; Nader Yoosef-Ghodsi; Matt Fowler; Samer Adeeb
    Publisher: ASCE
    Abstract: This paper presents an approach for probabilistic analysis of pipelines buried through geohazard-prone areas that induce permanent ground movements potentially. In this approach, an easy-to-implement response prediction ...
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    Simulation of Crack Propagation in API 5L X52 Pressurized Pipes Using XFEM-Based Cohesive Segment Approach 

    Source: Journal of Pipeline Systems Engineering and Practice:;2020:;Volume ( 011 ):;issue: 002
    Author(s): Meng Lin; Sylvester Agbo; Da-Ming Duan; J. J. Roger Cheng; Samer Adeeb
    Publisher: ASCE
    Abstract: The cohesive zone model (CZM) is one of the most widely used damage models to describe the fracture processes of brittle and ductile materials, and has been usually combined with the conventional finite-element method ...
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    Effects of Loading Sequences on Remaining Life of Plain Dents in Buried Liquid Pipelines 

    Source: Journal of Pipeline Systems Engineering and Practice:;2019:;Volume ( 010 ):;issue: 002
    Author(s): Muntaseer Kainat; Janine Woo; Doug Langer; Thomas Krausert; J. J. Roger Cheng; Sherif Hassanien; Samer Adeeb
    Publisher: American Society of Civil Engineers
    Abstract: The integrity assessment of dents in liquid pipelines, as regulated by codes and standards, is based mostly on depth and threat integration, with strain analysis incorporated as a nonmandatory recommendation for gas ...
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