CHAPTER 1 CHAPTER 2 CHAPTER 3 CHAPTER 4 CHAPTER 5
Axial Pile Capacity . Correlations based on soil shear strength parameters . The ultimate loadcarrying capacity (Q U) of a pile is given by a simple equation as the sum of the load carried at the pile point (pile base) or (pile tip) ( q b) or ( q t) plus the total frictional resistance (skin friction) ( τ .