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  1. sylvaninhoo

    Undisturbed vs. remoulded shear strength

    Pipeline engineer with only limited knowledge in soil mechanics: A seabed soil is described as clay with undrained shear strength of 5 kPa (21 psf). I am assuming this is the undisturbed shear strength. What would be the typical upper bound and lower bound values for the ratio undisturbed to...
  2. sylvaninhoo

    End cap force / hoop stress on pipes with thick coating

    Any thoughts on how to calculate the end-cap force and hoop stress on submerged pipelines with thick coating material ? Many thanks

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