Looking for guidance on a methodology to drive steel cylindrical piles through a 900mm rock revetment.
Revetment is on a batter and the depth is over 15m in some spots. What would be the most cost effective way to drive these piles through the revetment without removing the entire revetment and reinstating after the works are complete?
Revetment is on a batter and the depth is over 15m in some spots. What would be the most cost effective way to drive these piles through the revetment without removing the entire revetment and reinstating after the works are complete?