For designing end bearing piles of square cross-section in clays having average unconfmed compressive strength of 6 t/m2, the net ultimate bearing capacity may be taken as
Options
A. 15 t/m2
B. 18 t/m2
C. 20 t/m2
D. 27 t/m2
Correct Answer
18 t/m2
More questions
1. Longitudinal pavement lines marked broken in white paint
Options
A. are for the guidance of the drivers
B. are not to be crossed over
C. may be crossed over at the discretion of the driver
9. A stratum of clay 2 m thick will get consolidated 80% in 10 years. For the 80% consolidation of 8 m thick stratum of the same clay, the time required is