Curioustab
Aptitude
General Knowledge
Verbal Reasoning
Computer Science
Interview
Aptitude
General Knowledge
Verbal Reasoning
Computer Science
Interview
Home
»
Civil Engineering
»
Soil Mechanics and Foundation Engineering
The Terzaghi's general bearing capacity equation for a continuous footing is given by (where Nc, 2V& and Ny are bearing capacity factors.)
qf = cNc + γDNq + 0.5γBNγ
qf = cNc - γDNq + 0.5γBNγ
qf = cNc + γDNq - 0.5γBNγ
qf = cNc - γDNq - 0.5γBNγ
Correct Answer:
qf = cNc + γDNq + 0.5γBNγ
← Previous Question
Next Question→
More Questions from
Soil Mechanics and Foundation Engineering
Pick up the incorrect definition from the following:
The consolidation time for soils
Compression of soil occurs rapidly if voids are filled with
Chemical weathering of soil is caused due to
If water content of a soil is 40%, G is 2.70 and void ratio is 1.35, the degree of saturation is
The length/diameter ratio of cylindrical specimens used in triaxial test, is generally
'Talus' is the soil transported by
The degree of saturation of the soil sample stated in Question No. 11.243, is
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
A direct shear test possesses the following disadvantage:
Discussion & Comments
No comments yet. Be the first to comment!
Name:
Comment:
Post Comment
Join Discussion
Discussion & Comments