Sheet Piles

1. Laying out a sequence of sheet pile sections, and ensuring that sheet piles will interlock.

2. Driving (or vibrating) the individual sheet piles to the desired depth.

3. Driving the second sheet pile with the interlocks between the first sheet pile and second “locked”

4. Repeating steps 2 & 3 until the wall perimeter is completed

5. Use connector elements when more complex shapes are used.

1. Provides high resistance to driving stresses.

2. Light weight

3. Can be reused on several projects.

4. Long service life above or below water with modest protection.

5. Easy to adapt the pile length by either welding or bolting

6. Joints are less apt to deform during driving.

1. Sections can rarely be used as part of the permanent structure.

2. Installation of sheet piles is difficult in soils with boulders or cobbles. In such cases, the desired wall depths may not be reached.

3. Excavation shapes are dictated by the sheet pile section and interlocking elements.

4. Sheet pile driving may cause neighborhood distrurbace

5. Settlements in adjacent properties may take place due to installation vibrations