Consider the following statements pertaining to a pile group and a single pile at failure : In loose and medium dense sands, the failure load per pile in a group will generally be greater than the failure load for a single pile. In cohesive soils, the failure load per pile in a group will be greater than failure load for a single pile. For piles driven in dense sands, the failure load per pile in a group is greater than the failure load for a single pile. When the pile spacing is greater thantimes the pile diameter, the failure loads per pile in a group and forly same in both sands and clays. Of these statements : |