Module 4 : Design of Shallow Foundations
Lecture 19 : Settlement [ Section19.4 : Problems ]
   
 
 
Fig. 4.68 Load dispersion (position 2)
 

For each footing, considering different time (t) for consolidation the settlement is calculated using following equations:
where,
is the time factor,
is the coefficient of consolidation = 3 x 10-5 m2/min,
t is time in days.
For different t values calculate values. From values calculate the U %( percentage of consolidation) using following equations:
for < 0.2 and,
for > 0.2.
Get the settlement value as, S = x (U%/100)

   
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