Question: Q 5 : Evaluate the short term stability for the dam shown in Fig. The embankment consists of a saturated soil for which the angle

Q 5: Evaluate the short term stability for the dam shown in Fig. The embankment consists of a saturated soil for which the angle of shearing resistance u=0 and the undrained cohesion cut =70kNm2. The calculation is to be carried out for the reservoir depth of 18 m and for the case where the reservoir has been completely emptied. (Angle of sector =75.2)
Q 5 : Evaluate the short term stability for the

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