Module 5 : Design of Deep Foundations
Lecture 25 : Pile Groups [ Section 25.3 : Design value of ultimate load ; Settlement of a pile ]
   
  ---------(48)
  ---------(49)
  =ultimate at base ---------(50)
  d is the diameter of the pile and is the influence factor for tip of the pile, p is the perimeter
Generally =0.5 and it is a function of skin friction ( )
 
 
Fig 5.44 Variation of
   
11