Performance of BFRP Retrofitted RCC Piles Subjected to Axial Loads

Table 9

Properties of RCC end bearing piles.

Diameter of pile	150 mm
Height of pile	2250 mm
Slenderness ratio	15
Main reinforcement	8 mm RTS rod—6 nos. vertically
Shear reinforcement	6 mm RTS rod—120 mm c/c spacing
% of reinforcement	1.706
Grade of concrete	M 30
BFRP wrapping thickness in two layers	2.04 mm
Basalt fibre orientation	Warp comes along the circumference direction