GATE Civil Engineering (CE) 2010 Solved Paper

Question Numbers: 64-65
The unconfined compressive strength of a saturated clay sample is 54 kPa.

Question : 65 of 65

Marks: +1, -0

If a square footing of size 4 m × 4 m is resting on the surface of a deposit of the above clay, the ultimate bearing capacity of the footing(as per Terzhagi's equation) is

1600 kPa
300 kPa
200 kPa
100 kPa

Validate

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