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  • Study on the Rules of Ground Settlement and Pipeline . . .
    A pipeline with long-term “hidden leakage” will greatly reduce the stability of the ground between the pipeline and tunnel in the process of tunneling through existing pipelines in unsaturated soil
  • Dynamic on-bottom stability analysis of subsea pipelines . . .
    The dynamic on-bottom stability analysis is conducted using Flexcom software to determine the required concrete coating thickness which satisfies the stability of the pipeline against the applied hydrodynamic loads and to investigate the dynamic pipeline response
  • Insight into Pipeline On-bottom Stability, DNV RP F109 and . . .
    This paper provides insight into on bottom stability assessment, effect of soil classification system on on-bottom stability assessments and compares results from DNV RP F109 and AGA PRCI
  • Dynamic stability analysis of pipeline based on reliability . . .
    Experience has shown that the stability of a pipeline is sensitive to a number of variables associ-ated with soil properties, structural modelling, and hydrodynamic loads Because uncertainties are unavoidable in these key design parameters, it is vital to evaluate pipeline instability failure using a probabilistic approach
  • Geotechnical Investigations in Pipeline Engineering . . .
    Geotechnical studies provide essential data for pipeline route selection, foundation design, soil-structure interaction, and long-term stability They assess soil strength, groundwater conditions, and geohazards, guiding engineers in selecting the most secure and cost-effective pipeline alignment
  • Development the method of pipeline bending strain measurement . . .
    In this article, an in-line inspection method and algorithm for pipeline centerline trajectory and bending strain of small-size pipeline will be proposed Based on this method, to improve the inspection precision of bending strain, a new optimization based on wavelet analysis will be proposed
  • Pipeline stability revisited - atteris. com
    recommended practices focus on pipeline on-bottom stability with relatively low embedment levels, and are not suited to the assessment of highly embedded pipeline sections





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