Civil Engineering > GATE 2020 SET-1 > Geotechnical Engineering
A fully submerged infinite sandy slope has an inclination of 30° with the horizontal. The saturated unit weight and effective angle of internal friction of sand are 18 kN/m3 and 38°, respectively. The unit weight of water is 10 kN/m3. Assume that the seepage is parallel to the slope. Against shear failure of the slope, the factor of safety (round off to two decimal places) is _______.

Correct : 0.59 to 0.61

Similar Questions

Group I lists the type of gain or loss of strength in soils. Group II lists the property or process responsible for the loss or gain of strength in soils. T...
#207 MCQ
A soil sample is subjected to a hydrostatic pressure, σ. The Mohr circle for any point in the soil sample would be
#208 MCQ
A strip footing is resting on the ground surface of a pure clay bed having an undrained cohesion Cu. The ultimate bearing capacity of the footing is equal to
#209 MCQ

Related Topics

slope stability analysis shear failure slope GATE Civil Engineering 2020 civil engineering gate factor of safety seepage parallel to slope soil mechanics problems angle internal friction saturated unit weight shear strength criteria

Unique Visitor Count

Total Unique Visitors

Loading......