2. Calculate and draw diagrams of distributions of: the total stress, the effective stress, and pore water pressure for the soil system presented below. A B C Silty Clay k=0.000,08 cm/s v = 0.000,02 cm/s Silty Sand k=0.8 cm/s S = 32% Y= 15.2 kN/m w = 0.44 = 19.6 kN/m 3 3 3 m 7m 5m

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Principles of Seepage

In hydrology, when water flows down in a pore or crack of unsaturated soil due to gravity, the deep layer of soil is called seepage. It is the slow movement of water in the soil layer. Seepage is mainly found near hydraulic structures and is responsible for the stability of earthen-type hydraulic structures.