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Installation-induced long-term settlement of jacked piles in marine soft clay: Field investigation and analytical framework
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DOI：10.1016/j.oceaneng.2026.127508.png)
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Abstract
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• Field monitoring quantified long-term settlement of jacked PHC piles. • Installation-induced excess pore pressure is analytically characterized. • A unified analytical framework links installation, consolidation and settlement. • Analytical predictions agree well with field measurements. • Pile-tip resistance dominates long-term settlement in marine soft clay.
Keywords:
Jacked pile
Marine soft clay
Installation-induced settlement
Excess pore water pressure
Analytical framework
Field monitoring
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