Civil Engineering > GATE 2026 SET-2 > Foundation Engineering
Information related to foundation design is provided in table below.
Column 1 Column 2
(I) Converse-Labarre formula (P) Pile capacity from dynamic formula
(II) Hiley formula (Q) Pile group efficiency
(III) Newmark's influence chart (R) Bearing capacity factor of saturated clay
(IV) Skempton's equation (S) Increase in vertical stress below footing
Option giving the CORRECT match between Column 1 and Column 2 is:
A
(I) – (Q); (II) – (P); (III) – (S); (IV) – (R)
B
(I) – (R); (II) – (S); (III) – (Q); (IV) – (P)
C
(I) – (P); (II) – (Q); (III) – (S); (IV) – (R)
D
(I) – (R); (II) – (S); (III) – (P); (IV) – (Q)

Correct : d

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