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A Numerical Analysis on Pullout Capacity of Batter Pile Groups in Sandy Soil
Engineering and Technology Journal
The pullout capacity of a batter pile group attains maximum value at a 20° batter angle Batter piles have a higher lateral load resistance than vertical piles. The pullout load capacity of groups increases with the increase in the embedment ratio Pullout capacity of vertical and batter piles improves significantly with increasing RD The negative batter pile group has more load capacity than the positive batter pile group Batter piles or raker piles are the piles driven in the soil atdoi:10.30684/etj.2021.131818.1062 fatcat:4byctjhwavflph23pzqkefpmpa