Largest composite sheet pile pier at the time of construction. Caspian Sea, Baku area
Initial conditions
The project site was formed on a former artificial fill consisting of large reinforced concrete debris including slabs, blocks and fragments of piles. This heterogeneous technogenic material intersected the design alignment of the sheet pile wall and created increased resistance during driving.
Engineering task
Construction of a vertically anchored bulkhead wall with a reinforced concrete cap beam and both above‑water and underwater distribution beams installed along the front face of the wall.
Implementation
Partial clearing of the installation zone was carried out and a steel leader was used to pass through technogenic obstacles. The anchoring system design and construction methodology were developed, including installation of the underwater distribution beam. Engineering leadership of the construction phase was provided.
Project parameters
Shoreline protection for a future development site
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Sheet pile cofferdam for wastewater treatment plant construction
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Composite sheet pile pier structure
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Hybrid shoreline protection system
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Shore protection using sheet pile and concrete retaining walls
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Initial conditions
After the shutdown of a mercury production unit, the site required containment to prevent contamination from spreading through groundwater filtration.
Engineering task
Construct a perimeter cut-off wall to limit the migration of mercury-contaminated groundwater.
Implementation
A composite sheet pile wall approximately 600 m long was installed around the site perimeter. The structure functions as a cut-off barrier, restricting the movement of contaminated groundwater. Construction was carried out under elevated mercury vapor concentrations, requiring enhanced personal protective equipment.
Project parameters
Initial conditions
The old earth dam of a thermal power plant ash pond experienced intensive groundwater seepage, creating a risk of contaminated water migration.
Engineering task
Construct a cut-off wall within the dam body to reduce seepage flows and improve dam stability.
Implementation
The original design specified steel sheet piles, but they were replaced with composite sheet piles during implementation. This change reduced the overall project cost by about 20%. Sheet piles with a length of 14.5 m were installed using a steel guiding leader.
Project parameters
Shore protection for a sports facility site
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Composite sheet pile retaining wall
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Riverbank protection against extreme flood impact
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Shore protection with two internal distribution beams
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Pond shoreline reinforcement in a city park
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Shore protection with two boat mooring bays
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Initial conditions
A building located on a private waterfront site required shoreline stabilization to ensure safe operation of the property.
Engineering task
Install a sheet pile system to stabilize the shoreline and protect the building foundation.
Implementation
Shore protection was constructed using two types of PVC sheet piles with different load‑bearing capacities. An anchoring system was installed, and a reinforced concrete cap beam was constructed along the top of the sheet pile wall. The structure stabilizes the shoreline and supports safe use of the coastal area.
Project parameters
Initial conditions
A steep shoreline slope was subject to intensive erosion caused by the waters of the Kyiv Reservoir.
Engineering task
Stabilize the shoreline and prevent further erosion of the slope.
Implementation
A PVC sheet pile wall with an anchoring system was installed. A reinforced concrete cap beam was constructed along the top of the wall. A lowered section was created in the center of the wall to provide convenient water access and boat mooring.
Project parameters
Two‑level shoreline protection with a boathouse lift
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Shore protection with a dedicated boat lift bay
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Coastal restoration after storm damage
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Flood protection for a residential area and access road
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Shore protection with replacement of wooden decking
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Two-level shoreline protection with a boat slip
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Initial conditions
Buildings located directly on the seashore were exposed to strong storm waves, creating a risk of shoreline erosion and structural damage.
Engineering task
Develop a shoreline protection structure capable of resisting extreme marine wave impact and stabilizing the coastline.
Implementation
A PVC sheet pile wall was installed to protect the shoreline and adjacent buildings. A treated timber beam was used as the distribution beam along the wall. An anchoring system with anchor rods protected by PVC sleeves was installed to increase structural stability.
Project parameters
Initial conditions
A reclaimed shoreline section required stabilization to prevent erosion and to organize a functional waterfront area.
Engineering task
Construct a stable sheet pile structure on reclaimed ground with the possibility of installing a boat lift.
Implementation
A PVC sheet pile wall with an anchoring system and a reinforced concrete cap beam was constructed. A recessed bay formed within the sheet pile alignment allows installation of a boat lift on the property.
Project parameters
Initial conditions
A residential house was located along a canal where the existing shoreline protection consisted of timber structures that had lost durability and structural reliability.
Engineering task
Replace the existing timber shoreline protection with a durable sheet pile structure and provide space for installation of a boat lift.
Implementation
The existing timber shoreline structure was dismantled and replaced with a PVC sheet pile wall with an anchoring system. A treated timber beam was used as the distribution beam. A recessed bay formed within the sheet pile alignment allows installation of a boat lift on the property.
Project parameters
Shore protection with a reinforced concrete anchor wall
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Low-Profile Boat Lift
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Four piling boat lift
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Installation of a four piling boat lift mounted on composite piles with a diameter of 200 mm. A service platform was constructed next to the lift to provide convenient access to the boat and improve usability during boarding and maintenance.
Specifications
Installation of a four piling boat lift mounted on composite piles with a diameter of 200 mm within a protected boat slip. The slip configuration allows the installation of a canopy structure for additional protection of the boat from sun and weather.
Specifications
Low-Profile Four Piling Boat Lift
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Installation of a boat lift mounted on composite pilings adjacent to a seawall. This configuration allows lifting and storing the boat without the need to construct a boat ramp.
Specifications
Installation of a six piling boat lift mounted on composite pilings with a diameter of 300 mm. A surrounding pier was constructed around the lift, providing access to the boat from three sides and improving convenience for boarding, maintenance and mooring.
Specifications
Eight Piling Boat Lift for High‑Performance Boat
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Boathouse with Low-Profile Boat Lift
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Construction of a multifunctional pier designed for boat mooring, swimming and waterfront recreation. The structure provides convenient water access and safe use of the dock for leisure activities.
Specifications