Determine the depth of penetration of the wall

Reference no: EM131138587

A cantilever sheet pile wall is required to temporarily support an embankment for an access road, as shown in Figure P15.21. Determine the depth of penetration of the wall into the silty clay soil and the maximum bending moment. Select two methods from FMM, FSM, and NPPM, and compare the results. Groundwater is 10 m below the surface.

Reference no: EM131138587

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