Sheet pile walls serve multiple purposes, including retaining soil, creating watertight barriers, and supporting excavations and foundations.

Cantilever sheet piles are not a common type of sheet pile wall. The other options, Z-shaped, U-shaped, and anchored sheet piles, are commonly used.

The depth of penetration of sheet piles is influenced by various factors, including soil type and density, water table elevation, and the height of the retained soil.

All of the mentioned design principles contribute to the stability of a sheet pile wall against overturning.

Sheet piles can be installed using various methods, including driving, vibratory hammering, and jetting.

Underground parking structures are not a common application of sheet pile walls.

Wales and struts serve multiple purposes in a sheet pile wall system, including providing lateral support, transferring loads, and preventing buckling.

Anchored sheet piles are commonly used for deep excavations in soft soil conditions due to their ability to resist high lateral loads.

Tie rods are primarily used to connect the sheet piles to the anchor system, which provides additional stability to the wall.

Vinyl is not a common material used for sheet piles. Steel, concrete, and timber are more commonly used.

Extraction is the term used to describe the process of removing sheet piles from the ground.

Anchored sheet piles are often preferred in areas with high seismic activity due to their ability to withstand lateral forces and resist movement.

The spacing between sheet piles is influenced by various factors, including soil type and density, water table elevation, and the height of the retained soil.

Sheet pile anchors are not a common type of anchor system used for anchored sheet pile walls.

Toe piles serve multiple purposes, including providing additional support, preventing undermining, and transferring loads.