Cantilever Sheet Pile Wall Analysis

This method of applying the factor of safety is explained in sheet pile design by pile buck.

Cantilever sheet pile wall analysis.

Variation of net pressure diagram and variation of moment versus depth of a cantilevered sheet pile wall is shown below. Determine the depth do by summing moments about o. Determine d 1 2 to 1 3 d. φ 30 γ 109 2 pcf.

Of deepex on secant pile walls with our technical experts. Advantages of cantilever walls. A cantilevered sheet pile wall performs somewhat like a cantilevered beam. It describes typical applications for cantilever sheet pile wall in stream restoration and stabilization projects types of sheet pile material loads applied to the sheet pile failure modes design for cantilever wall stability structural design of the piles and some construction considerations.

Sheet piling sheet piling walls cantilever sheetpiling walls depend on the passive resisting capacity of the soil below the depth of excavation to prevent overturning. The objective in analysis of sheet pile walls is to get to a depth of embedment d sufficient for the wall stability. The model used in this excavation analysis contains three types of elements solid quadrilateral elements for the soil domain displacement based beam elements for the sheet pile wall and beam contact elements to define the frictional wall soil interface. In this example we will design a cantilever sheet pile wall supporting a 10 ft excavation.

Cantilever walls offer some advantages. The depth of sheetpiling walls below thebottom of the excavation are determined by using the difference between the passive and active pressures acting on the wall. For this purpose one needs to know the lateral earth pressure theoryfirst. A cantilever sheet pile wall consists of sheet piling driven deep enough into the ground to become a fixed vertical cantilever.

The model and analysis have been designed with deepex shoring design software. Deeper cantilever walls have been constructed but these required more expensive wall systems such as t type diaphragm walls. In general the maximum excavation for a cantilever wall can reach up to 6m or 18ft. 10ft excavation cantilever sheet pile wall.

Analysis cantilever sheet pile walls select a point o arbitrary calculate the active and passive earth pressures. 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. Dry cantilever wall uniform cohesionless soil level backfill rankine conditions. Calculate the pore water pressure and the seepage force.