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Combined Sheet Pile Walls in Deep Excavations

  • Oct 21, 2023
  • 4 min read

King Pile - Sheet Pile Wall Combinations


Combined sheet pile walls are retaining systems formed by connecting sheet pile sections to regularly spaced primary structural elements, commonly referred to as king piles. These king piles may consist of H-piles, paired H-piles, or pipe piles, depending on the required stiffness, bending resistance, installation conditions, and project demands.

This type of wall system is widely used in deep excavations, waterfront structures, quay walls, cofferdams, and other marine or heavy civil applications. Compared with conventional sheet pile walls, combined systems provide significantly greater stiffness and moment resistance, making them suitable for projects where high lateral loads, deep excavations, or strict deformation control requirements are present.

In marine applications, it is common for the king piles to extend deeper than the intermediate sheet piles. This allows the king piles to reach stronger bearing strata, improving axial capacity and overall wall stability while allowing the sheet piles to act primarily as soil-retaining elements between the main structural members.


Combined Sheet Pile Walls in Deep Excavations
Figure 1- Example of a king pile-shet pile wall combination.

General Description

Combined steel sheet pile walls are used in both temporary and permanent retaining structures. The steel sections are selected to provide the required strength, durability, and constructability for the project conditions. The interlock system between the sheet piles allows the formation of a continuous wall, while the king piles provide the primary structural resistance against bending and lateral loading.

Special attention should be given to the connection between the sheet piles and king piles. Combined wall systems typically require special interlocks or connectors to ensure proper load transfer and continuity between the different steel components. These connections must be compatible with the selected king pile and sheet pile sections and suitable for the expected installation method.

For permanent works, corrosion protection is an important design consideration. Since combined walls often include larger steel surfaces than standard sheet pile systems, coating, sacrificial thickness, cathodic protection, or other corrosion protection measures may be required depending on the exposure conditions and design life of the structure.

Typical Combined Wall Configurations

For earth-retaining and marine structures, the most common combined sheet pile wall configurations include:

Single H-King Pile and Sheet Pile Wall Combination

In this arrangement, individual H-piles are installed at regular intervals, with sheet pile sections spanning between them. The H-piles provide the main bending resistance, while the sheet piles retain the soil and transfer loads to the king piles through the interlocks.

Combined Sheet Pile Walls in Deep Excavations
Figure 2- Single H-king pile - sheet pile wall combination.









Double H-King Pile and Sheet Pile Wall Combination

This configuration uses paired H-piles as king piles, providing increased stiffness and moment resistance compared with a single H-pile arrangement. It is commonly adopted where higher structural capacity is required or where larger excavation depths and lateral loads are expected.

Combined Sheet Pile Walls in Deep Excavations
Figure 3- Double H-king pile - sheet pile wall combination.









Pipe Pile and Sheet Pile Wall Combination

Pipe piles can also be used as king piles, especially in marine and heavy-duty retaining structures. Pipe pile systems can provide high axial and bending capacity and are often suitable where deep penetration, high durability, or substantial structural resistance is required.

Combined Sheet Pile Walls in Deep Excavations
Figure 4- Pipe pile - sheet pile wall combination.









Advantages of Combined Sheet Pile Walls

Combined sheet pile walls offer several important advantages when compared with standard sheet pile systems:

  • Increased wall stiffness

  • Higher moment resistance

  • Improved performance under large lateral loads

  • Ability to terminate sheet piles at higher elevations

  • Option to extend king piles deeper into competent bearing strata

  • Improved axial capacity where deeper king piles are used

  • Suitable alternative to other heavy retaining systems

  • Particularly effective for marine and waterfront applications

Because the king piles carry a significant portion of the structural demand, the intermediate sheet piles can often be optimised in length and section size. This can provide practical and economic benefits, especially in projects where full-depth sheet piling is not required between king piles.

Limitations and Design Considerations

Although combined sheet pile walls can provide excellent structural performance, they also involve additional design and construction considerations.

The system is generally more expensive than standard sheet pile walls because of the larger steel sections, specialised connectors, and more demanding installation process. Installation is also more complex, particularly when maintaining alignment between the king piles, sheet piles, and interlocks. This is especially important in deep excavations and marine works, where driving tolerances and soil conditions can strongly affect constructability.

For permanent applications, the larger exposed steel surface may increase corrosion protection requirements. Proper coating, corrosion allowance, and long-term durability measures should therefore be considered during design.

Combined Sheet Pile Wall Design with DeepEX

DeepEX Software can be used to model, analyse, and design combined sheet pile wall systems for deep excavations and earth-retaining applications. The software allows engineers to evaluate the wall response under different construction stages, support conditions, soil profiles, groundwater conditions, and loading scenarios.

Combined wall systems can be analysed with anchors, struts, rakers, or other support elements, allowing the designer to assess wall moments, shear forces, support reactions, deflections, embedment requirements, and overall stability.

By using DeepEX, engineers can efficiently compare combined sheet pile wall alternatives and optimise the system based on structural capacity, geotechnical performance, construction sequence, and project requirements.


DeepEX Software can design Combined Sheet Pile Walls! Review Software Capabilities


Combined Sheet Pile Walls in Deep Excavations

Figure 5. Anchored combined sheet pile wall analysed with DeepEX Software.

Closing Remarks

Combined sheet pile walls provide a robust and versatile solution for deep excavations and marine retaining structures. By combining the retaining function of sheet piles with the high stiffness and structural capacity of king piles, these systems can achieve greater performance than conventional sheet pile walls in demanding project conditions.

When properly designed and installed, combined sheet pile walls can offer an efficient solution for projects requiring high moment resistance, deep embedment, improved axial capacity, and reliable performance under significant lateral loading.


Combined Sheet Pile Walls in Deep Excavations

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