Cantilever Sheet Pile Wall With Surcharge

A cantilevered sheet pile wall performs somewhat like a cantilevered beam.

Cantilever sheet pile wall with surcharge.

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 walls derive support from adequate embedment below the stream channel. Cantilever sheet pile walls are generally designed assuming the rectilinear distribution of net earth pressure. Figure ts14r 6 illustrates both a cantilever sheet pile wall and an anchored sheet pile wall.

Academia edu is a platform for academics to share research papers. It also can be separated as example 3. Soil 2 below cut line is a cohesive material with cohesion 500 pcf f s. In this example the surcharge load is merged with the active pressure.

What is the embedment and maximum bending moment in the pile. The sheet piling is driven to a sufficient depth into the ground to become fixed as a vertical can tilever resisting a load from active earth pressure. In this paper a new method is proposed in the framework of the limit equilibrium approach for the analysis of cantilever sheet pile walls with distanced infinite uniform surcharge load under the seismic condition in cohesionless soils. Cantilever sheet piles are used where the height of the soil or water to be retained is smaller than 4 5 m.