Steel Cantilever Sheet Pile Wall

With cantilever sheet pile walls step 2 is not required.

Steel cantilever sheet pile wall.

Provides high resistance to driving stresses. A cantilevered sheet pile wall performs somewhat like a cantilevered beam. The stability number relates to kick out at the toe of the sheetpiling wall. The various forces acting on a cantilever sheet pile wall are the active earth pressure on the back of the wall and the passive earth pressure on the front of the wall.

Cantilever sheet piles are used where the height of the soil or water to be retained is smaller than 4 5 m. The stability of cantilever steel sheet pile walls will need to be considered in cohesive soils. Steel sheet piling is the most common because of several advantages over other materials. Can be reused on several projects.

Therefore for design of sheetpiling walls in cohesive soils the first step should be the investigation of the limiting height. Steel piles are suitable for permanent structures in which the depth of driving exceeds 3 m. Because cantilever walls derive their support solely from the foundation soils they may be installed in relatively close proximity to existing structures. Sheet piles are sections of sheets material with interlock edges that are driven into the ground of providing earth retention and excavation support.

The sheetpiling will fail if this height is exceeded. Generally the sheet piles are made of steel or timber. Sheet piles also adopt.