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Batter piles have an advantage over vertical piles for carrying lateral loads because lateral loads are carried primarily as axial compression or tension rather than bending. However, batter piles have experienced problems with large bending loads induced at the pile head. These problems can be addressed through appropriate design of the pile-structure connection to either strengthen it or allow flexibility. With these considerations, batter piles can again effectively carry lateral loads, as seen on the ne

Author

cadel

Language

EN