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Foundations & Soil–Structure Interaction

Decision-focused perspectives for owners, contractors and engineering teams.

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Foundations & Soil–Structure Interaction

8 insights

Existing and deepened berth comparison showing quay wall response, dredge level and scour protection
Foundations & Soil–Structure Interaction7 min read

Deepening a Berth Changes the Quay: Why Dredging, Stability and Scour Must Be Designed Together

Increasing berth depth for larger vessels can fundamentally change the behaviour of an existing quay. Lowering the seabed may reduce passive resistance, increase exposed wall height and alter structural demand, while the new design vessel may simultaneously increase propeller- and thruster-induced scour. Berth deepening should therefore be assessed as an integrated geotechnical, structural and hydraulic problem.

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Foundations for Industrial and Energy Facilities — settlement, vibration and soil-structure interaction
Foundations & Soil–Structure Interaction8 min read

Foundations for Industrial and Energy Facilities: How Do You Control Settlement, Vibration and Soil–Structure Interaction?

Heavy industrial and energy facilities combine large static loads, vibration-sensitive equipment, variable ground conditions and tight alignment requirements. This article explains how settlement, dynamic response, soil–structure interaction, foundation selection and construction verification should be integrated into one geotechnical performance strategy.

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Geotechnics Plus cover image showing multiple quay wall systems for ports, including blockwork gravity, caisson, anchored sheet pile, combi-wall, open piled berth and diaphragm or relieving platform systems.
Foundations & Soil–Structure Interaction11 min read

Quay Wall Systems for Ports: How Do You Choose the Right Solution?

Ports can use fundamentally different quay and berth systems—from blockwork gravity walls and caissons to sheet piles, combi-walls, diaphragm walls, relieving platforms and open piled berths. This practical guide compares the main systems, where each fits best, and the ground, dredging, deformation, loading, seismic, constructability and whole-life factors that should drive selection.

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