The Terzaghi's general bearing capacity equation for a continuous foot – McqOptions

MCQOPTIONS

1.	The Terzaghi's general bearing capacity equation for a continuous footing is given by (where Nc, 2V& and Ny are bearing capacity factors.)
A.	qf = cNc + Œ≥DNq + 0.5Œ≥BNŒ≥
B.	qf = cNc - Œ≥DNq + 0.5Œ≥BNŒ≥
C.	qf = cNc + Œ≥DNq - 0.5Œ≥BNŒ≥
D.	qf = cNc - Œ≥DNq - 0.5Œ≥BNŒ≥
Answer» B. qf = cNc - Œ≥DNq + 0.5Œ≥BNŒ≥

Discussion

No Comment Found

Related MCQs

If is specific gravity of sand particles, is porosity, the critically hydraulic gradient
Fundamental relationship between dry density (), bulk density () and water content (), is :
If the cohesive force, (), is 1.5 t/m, the density ) of the soil is 2.0 t/m, factor of safety () is 1.5 and stability factor () is 0.05, the safe height of the Â§lope, is
A soil has bulk density 2.30 g/cm and water content 15 per cent, the dry density of the sample, is
If , and are the arc length, long chord and radius of the sliding circle then the perpendicular distance of the line of the resultant cohesive force, is given by
Back fill with a sloping surface exerts a total active pressure on the wall of height and acts at
For a clay slope of height of 10 m, the stability number is 0.05, = 2.0 t/m, C = 2.5 t/m, the critical height of the slope of the soil, is
The equation τ = + σ tan φ is given by
A fundamental equation of void ratio(), specific gravity (), water content and degree of saturation () is
The general relationship between specific gravity (), weight of water (), degree of saturation (), void ratio () and bulk density (), is