A laboratory study of the effect of installation parameters on the lateral behaviour of monopiles in sand

This abstract has open access
Abstract Summary
* Effect of installation method and tool parameters on the lateral response of scaled piles in a laboratory environment. * Evolution of lateral stiffness with cyclic loading. * Effect of initial sand density on the lateral response of monopiles.
Abstract ID :
SEG121
Abstract Topics
Offshore geotechnics
Sub-topics
Offshore foundation design,Cyclic Loading
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