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Sheet piling is a groundwork technique commonly used in the construction and civil engineering industry. This technique involves driving multiple narrow sheets of angular material into the ground to create a retaining barrier or wall for earth retention and excavation support. Sheet piles are typically made of metal, primarily steel, but they can also be made of timber, vinyl or precast concrete. Selecting the right sheet piling material and design depends on many specific factors including the type of work being carried out, site conditions, the nature of the structure, water levels and the required depth of sheet piles. [1]
Steel sheet piles are designed with interlocking edges for easy and efficient installation. This interlocking design is known as Larssen sheet piling. The concept of Larssen sheet piling was invented in the early 20th century by Tryggve Larssen, a Norwegian engineer. [2]
Continue reading to discover more about sheet piling.
Sheet piling can be used for various construction and civil engineering projects including building foundations, retaining walls and underground structures such as car parks and basements. Other applications include marine structures such as cofferdams, seawalls and canals.
Permanent retaining walls utilising sheet piles are used on schemes large and small, from simple projects to complex slope stabilisation solutions. They may be designed to both retain temporary excavations and to act as the permanent retaining structure, often in conjunction with the base slab which offers propping to the wall.
Sheet pile walls are also commonly used in service yards of commercial and retail sector developments, flood defence schemes, bridge abutments and boundary walls.
Sheet piles are available in three main designs or shapes: Z-shaped, U-shaped and straight web sections.
U-shaped sheet piles can be easily stacked. They are more resistant to bending which makes them more suitable for temporary structures.
Z-shaped sheet piles are considered the most efficient shape. Their section modulus to weight ratio and their resistance to bending is higher compared to U-shaped sheet piles.
Straight web sections are used to interlock and form circular or enclosed structures. They are generally backfilled with earth or gravel.
Before installation, the ground is inspected for stability and the sheet piles are inspected for cracks or any other damage. Traditionally, sheet piles are driven or hammered into the ground using a vibratory hammer or an impact hammer, if the ground is too hard or dense. However, these methods produce high frequencies of noise and vibration. For areas or sites that require lower levels of noise or vibration, sheet piles can be hydraulically-pressed into the ground.
This video demonstrates the installation of pressed sheet piles using a hydraulically-powered static load press-in method:
For difficult soil conditions that contain larger particles, driving assistance may need to be considered. One example of driving assistance is water jetting. A high-powered water jet is attached at the toe of the sheet pile and uses low pressure to push the particles out of the way, allowing the pile to be easily inserted into the ground.
There are many advantages of sheet piling, these include:
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