GATE CE · 2026 · CE
Question 59: Foundation Engineering
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Question 59
CENAT2 marksNeeds review
A shallow strip footing of width 2 m is embedded at a depth of 1.5 m below the ground surface in a homogeneous pure clay with an angle of internal friction zero. Consider unit weight of soil as 20 kN/m
and undrained cohesion of soil as 20 kN/m
.Due to rise of ground water table from far below the founding depth to the ground surface in monsoon season, the magnitude of percentage change in the net ultimate bearing capacity as per Terzaghi’s theory is ____________________ (rounded off to two decimal places).
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2026CE
GATE CE 2026 · Paper 1
Civil Engineering · Original paper archive
- Section
- Civil Engineering
- Question type
- Numerical answer (NAT)
- Marks
- 2 marks
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