An Analytical Study on Trustability of Prescribed Slope Inclinations in Design Criteria

In order to investigate trustability of prescribed slope inclinations in design criteria, stability analyses were performed on the assumed two embankment sections. Factors safety against dry condition for section 10m high and inclination 1:2 other 5m 1:1.5 1.93 2.24 respectively those values greater than criterion value 1.50. which computed through seepage steady state 1.59 1.30. Non-steady under same rainfall intensity also compare with it can be seen that factor non-steady was converged as time elapsed. Stability using piezometric line located top sections 1.20 could is less According results this study, heights 1:2.0 between safe enough condition. Nevertheless concluded analysis should over ground water table near surface because situation value.