For the problem given in Ex. 17.3, determine the allowable load Q_{a s} for a settlement S_{a}=10 mm.
For the problem given in Ex. 17.3, determine the allowable load Q_{a s} for a settlement S_{a}=10 mm.
Skin load Q_{f m} (mobilized)
Settlement ratio S_{R}=\frac{10}{1.5 \times 10^{3}} \times 100=0.67 \%
From Fig. 17.18 for S_{R}=0.67, N_{f m}=0.95 from the trend line.
Therefore Q_{f m}=0.95 \times 5,375=5,106 kN
Base load Q_{b m} (mobilized)
S_{R}=\frac{10}{3 \times 10^{3}} \times 100=0.33 \%
From Fig. 17.19 for S_{R}=0.33 \%, N_{b m}=0.3 from the trend line.
Hence Q_{b m}=0.3 \times 12,717=3815 kN
Q_{a s}=Q_{f m}+Q_{b m}=5,106+3,815=8,921 kN
The factor of safety with respect to Q_{u} is (from Ex. 17.3)
F_{s}=\frac{18,092}{8,921}=2.03
This is low as compared to the normally accepted value of F_{s}=2.5 . \text { Hence } Q_{a} rules the design.