Supply · Driving · Extraction — excavation shoring, basements and marine works with high-frequency plant.
As a specialist sheet piling contractor Egypt project teams rely on for deep excavations, cofferdams and marine retaining works, we deliver engineered steel sheet pile solutions across Cairo, the New Administrative Capital, Alexandria, the Delta and the Canal cities. Our scope covers design-and-build retaining walls in variable Nile alluvium, high water tables and reclaimed coastal ground, executed with calibrated ArcelorMittal and ThyssenKrupp sections. We combine geotechnical analysis to EN 1997 with proven execution to EN 12063, giving consultants, main contractors and asset owners a single point of accountability for temporary and permanent sheet pile walls. Every scheme is driven by borehole data, section modulus optimisation and rig selection matched to the ground and site constraints.
Our plant fleet integrates Giken silent press-in systems, PVE and ICE high-frequency vibratory hammers, Movax side-grip units and Junttan impact rigs, allowing us to select the correct installation method for each site condition. In dense urban Cairo interfaces we press piles in silently adjacent to live structures; in port and waterway works at Port Said, Alexandria and along the Suez corridor we deploy long marine sections with combi-wall configurations. As a sheet piling contractor Egypt clients trust for critical infrastructure, we deliver walings, tie-rods, ground anchors and monitored dewatering as a coordinated package aligned with the project geotechnical design and construction programme.
Interlocking U-profile piles from ArcelorMittal and ThyssenKrupp with the clutch on the neutral axis, suited to shallow to medium retaining walls, cofferdams and temporary excavation support where standard section moduli meet the bending demand.
Continuous Z-profile piles with clutches on the outer flanges, delivering high section modulus efficiency for deep permanent retaining walls, quay walls and flood defences where bending resistance and steel economy govern the design.
Hybrid walls combining tubular king piles with intermediate Z or U sheet piles, engineered for deep marine berths, dry docks and heavy retaining structures in Port Said and Alexandria where large moments and anchor loads dominate the design.
Soldier pile walls formed from driven or bored steel king posts with timber or precast concrete laggings installed as excavation proceeds, ideal for above-water-table retention in cohesive Cairo soils where full sheet piling is not required.
Installation using PVE, ICE and Movax variable-moment vibrators mounted on cranes or excavators, achieving fast production rates in granular Delta soils while managing ground vibrations through frequency tuning and eccentric moment control.
Giken press-in systems that install sheet piles by static hydraulic reaction, generating negligible noise and vibration, suited to sensitive urban sites in central Cairo and the New Administrative Capital adjacent to live buildings and utilities.
Long-length coated and heavy-gauge sections installed from jack-up barges or shore-based rigs for quay walls, breakwaters and canal revetments across Alexandria, Port Said, Damietta and the Suez Canal corridor, with tie-rod anchorage systems.
Deep basement excavations for commercial towers
Metro and underground station cofferdams
Port and quay wall retaining structures
Industrial plant foundations and pump pits
Bridge abutments and approach embankments
Canal and waterway bank stabilisation
Utility shaft and pipeline trench support
Petrochemical tank farm bund walls
| Metric | Test Standard | Result |
|---|---|---|
| Section modulus range | EN 10248 | 1800 to 4200 cm3/m |
| Vibrator centrifugal force | PVE / ICE / Movax | 20 to 200 tonnes |
| Steel grades | EN 10248 | S240GP and S355GP |
| Maximum driving depth | EN 12063 | Up to 24 m |
| Verticality tolerance | EN 12063 | 1:75 |
| Execution standard | EN 12063 | Sheet pile walls compliance |
| Geotechnical design | EN 1997 / ECP | Eurocode 7 and local code |
Our geotechnical engineers analyse the site investigation, groundwater regime and adjacent structures to develop the retaining wall concept to EN 1997.
We size the U, Z or combi-wall section based on required bending capacity, deflection limits, driveability and steel grade to EN 10248.
The alignment is set out from control stations and a rigid guide frame is installed to maintain plan position and interlock continuity.
The leading pair is pitched, checked with dual-axis inclinometers and driven partially to establish the reference verticality for the panel.
Piles are driven to design toe level using PVE, ICE, Movax or Giken plant selected for the ground conditions and site sensitivity.
Steel walings, tubular struts or post-tensioned ground anchors are installed at design levels to resist retained earth and water pressures.
Excavation proceeds in controlled lifts with wellpoint or deep well dewatering, wall deflections and piezometric levels monitored continuously.
On completion of permanent works, temporary sheet piles are extracted with vibratory hammers, inspected, reconditioned and returned to the fleet.
We combine in-house geotechnical design with self-performed installation. This eliminates interface risk between designer and contractor on complex excavation support schemes.
Our owned fleet includes Giken press-in units, PVE and ICE vibrators, Movax side-grip rigs and Junttan hammers. We select the right rig for each ground and site constraint.
We hold ArcelorMittal and ThyssenKrupp U and Z sections in Egyptian stockyards. This shortens lead times for urgent cofferdam and infrastructure projects.
We deploy jack-up barges and marine spreads for port works at Alexandria, Port Said and Damietta. Our teams have delivered quay walls and combi-wall berths across the Canal cities.
Giken silent press-in equipment allows sheet piling adjacent to live structures, metro lines and heritage buildings. We manage ground movement risk in dense Cairo urban environments.
All works comply with EN 12063 execution and EN 1997 design requirements. Documented quality records, welder qualifications and driving logs are issued for every panel.
Send us your borehole report and excavation dimensions — we return a retaining wall design, section selection and execution programme within 48 hours.
