The seepage exit gradient in a soil is the ratio of – McqOptions

MCQOPTIONS

1.	The seepage exit gradient in a soil is the ratio of
A.	total head to the length of seepage
B.	flow line to slope
C.	head upstream to that at downstream
D.	head loss to the length of the seepage
Answer» E.

Discussion

No Comment Found

Related MCQs

If voids ratio is 0.67, water content is 0.188 and specific gravity is 2.68, the degree of saturation of the soil, is
The specific yield of soil depends upon
The factor which affects the compaction, is
If the cohesive force, (c), is 1.5 t/m², the density (γ) of the soil is 2.0 t/m³, factor of safety (F) is 1.5 and stability factor (Sn) is 0.05, the safe height of the §lope, is
The equation τ = C + σ tan φ is given by
Pick up the correct statement applicable to plate load test
Negative skin friction on piles
Which one of the following statements is true for Mohr-Coulomb envelope ?
The ratio of the undrained strength in the undrained state to the undrained strength, at the same water content, in the remoulded state, is called the sensivity of the clay. Its value for quick clays is
The ultimate bearing capacity of a soil, is