Jun 26, 2003 #1 civworks Geotechnical Joined Jun 25, 2003 Messages 1 Location US Are these piles friction pile only, and can all available piling materials be used as friction piles for GC 2&3 structures in cohesive soils of extremely low bearing capacities?
Are these piles friction pile only, and can all available piling materials be used as friction piles for GC 2&3 structures in cohesive soils of extremely low bearing capacities?