Shear strength of soil berm during lateral buckling of subsea pipelines

Author:

Rismanchian A.,White D.J.,Randolph M.F.,Martin C.M.

Funder

Australian Research Council Centre of Excellence for Geotechnical Science and Engineering

SAFEBUCK

Publisher

Elsevier BV

Subject

Ocean Engineering

Reference25 articles.

1. The mechanism of steady ‘friction’ between seabed pipelines and clay soils;White;Geotechnique,2011

2. Failure mechanisms in soft soil berms during lateral buckling of pipelines: a centrifuge modelling study using PIV analysis;Rismanchian;International Conference Offshore Site Investigation and Geotechnics (OSIG),2012

3. Techniques for the assessment of pipe-soil interaction forces for future deepwater developments;Bruton;Offshore Technology Conference,2009

4. Pipe-soil interaction behavior for pipelines under large displacements on clay soils - a model for lateral residual friction factor;Cardoso;Offshore Technology Conference,2010

5. SAFEBUCK Joint Industry Project Pipe-soil Interaction Models for Lateral Buckling Design Phase II a Data Review;White,2010

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