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Keywords: displacement pile
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Proceedings Papers

Paper presented at the Offshore Site Investigation Geotechnics 9th International Conference, September 12–14, 2023
Paper Number: SUT-OSIG-23-087
... to analyse the dramatic variations in the states of stress and strain associated with displacement pile installation, employing parameters calibrated to triaxial test data on Fontainebleau test sand. The implemented PFEM and modified Mohr-Coulomb model approach is applied to simulate well-documented...
Proceedings Papers

Paper presented at the Offshore Site Investigation Geotechnics 9th International Conference, September 12–14, 2023
Paper Number: SUT-OSIG-23-152
... ABSTRACT: Significant uncertainty exists regarding the effect of axial cyclic loading and installation technique on the ageing characteristics of displacement piles. To address this, the current study investigates the influence of installation method, pile shape and cyclic loading...
Proceedings Papers

Paper presented at the Offshore Site Investigation Geotechnics 9th International Conference, September 12–14, 2023
Paper Number: SUT-OSIG-23-230
... displacement pile test result geologist knowledge management interface interface shear test installation australia steel plate shaft capacity Session 19 - Foundation Performance and Ground Characterisation doi:10.3723/CRAD7575 Effect of steel type on friction developed on driven piles in sands E...
Proceedings Papers

Paper presented at the Offshore Site Investigation and Geotechnics: Integrated Technologies - Present and Future, September 12–14, 2012
Paper Number: SUT-OSIG-12-28
... tests at Dunkirk and elsewhere. The key contribution has been the measuring of the stress state evolution: (i) on the surface of a displacement pile; and (ii) in the surrounding sand mass. A range of cyclic loading pa- rameters under well controlled environmental condi- tions are taken...
Proceedings Papers

Paper presented at the Offshore Site Investigation and Geotechnics: Confronting New Challenges and Sharing Knowledge, September 11–13, 2007
Paper Number: SUT-OSIG-07-367
... September 2007, London, UK 369 3. Correlations between Shaft Friction and CPT Cone Tip Resistance The insertion of a displacement pile or penetrometer in the ground causes an increase in the radial stress in the area near the pile tip, which is often correlated to CPT tip resistance, qc. The shaft friction...

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