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Saturated unit weight - PowerPoint PPT Presentation

Non-dimensional parameters

Stability of Composite River Banks - continued. b. H. 5.0. ? = 0. ?. 1.0. Non-dimensional parameters. Factor of safety in shear (F ss ). F ss = 5 ? A. Stability of Composite River Banks - continued. b. H. 5.0. Increasing values of B. ?. 1.0. Non-dimensional parameters.

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EXAMPLE 3.3 (Craig)

The flow net for seepage under a sheet pile wall is shown in Figure 3.8 a), the saturated unit weight of the soil being 20 kN/m 3 . Determine the values of effective stress at A and B. First, direction of seepage is left to right. The total head driving seepage is 8 m.

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Saturated unit weight - PowerPoint PPT Presentation

Non-dimensional parameters

EXAMPLE 3.3 (Craig)