Introduction on Cantilever Sheet Pile Walls Penetrating Sandy Soils :

Connected or semi-connected sheet piles are often used to build continuous walls for waterfront structures that range from small waterfront pleasure boat launching facilities to large dock facilities. In contrast to the construction of other types of retaining wall, the building of sheet-pile walls does not usually require dewatering of the site. Sheet piles are also used for some temporary structures, such as braced cuts. Several types of sheet pile are commonly used in construction: (a) wooden sheet piles, (b) precast concrete sheet piles, and (c) steel sheet piles. Aluminum sheet piles are also marketed.

Sheet-pile walls may be divided into two basic categories: (a) cantilever and (b) anchored.

Concepts and Formulas of Cantilever Sheet Pile Walls Penetrating Sandy Soils:

Variation of net pressure diagram and variation of moment versus depth of a cantilevered sheet pile wall is shown below:

The objective in analysis of sheet pile walls is to get to a depth of embedment (D) sufficient for the wall stability. For this purpose, one needs to know the lateral earth pressure theory first.

Step-by-step procedure for obtaining pressure diagram is given below:

2. Calculate horizontal stress at point "C" and "D" respectively as:

3. Calculate L3

4. Calculate P equal to the area of ACDE.

5. Calculate the distance of P from point "E" (called z-bar on figure), by taking the moment about point "E" (P has to induce equal moment to the pressure of ACDE area).

6. Calculate

7. Calculate

8. Solve the following equation to get L_{4}

9. Calculate

10. Calculate

11. Obtain L_{5}

12. Draw the pressure diagram like the one given above, for which the depth of embedment is

There is an EXCEL spreadsheet developed to the abovementioned procedure almost automatically, you can download it from the Files section below this article