determine the section modulus of the sheet pile per unit length.

 

A cantilever sheet pile wall is driven into undrained clay and then back-

filled with granular soil. The groundwater table is at the dredge line.

The sheet pile and the soil characteristics are shown in Figure 7.57.

Determine:

(1) The depth of the embedment, D, using a factor of safety of 1.5 for

strength reduction.

(2) The maximum moment on the sheet pile.

(3) Given the allowable flexural stress of the sheet pile, all =

150 MN∕m², determine the section modulus of the sheet pile per

unit length.

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