AN EXAMPLE: LATERAL PILE LOADING
311
no effect on its behavior.
was selected.
For the following solutions Q -, , ,
& utions, a pile length of 1500 in,
Table 11.4 Computed Values of pu
Zr = Xr
Depth
z, in.
0
50
100
200
300
400
Submerged
Unit Weight
7', lb/in.3
Undrained
Shear Strength
c, lb/in.2
Ultimate
Soil Résistance
Pu,lb/in.
zr, in.
U. 0200
0.0203
0.0207
0.0213
0.0220
0.0227
0
0.253
0.506
1.013
1.519
2.025
0
64.87
143.70
300.86
451.14
601.43
62.90
107.03
165.85
202.47
227 61
500
0.0233
2.531
751.71
246.33
700
0.0277
3.544
1052.57
271 23
900
0.0260
4.556
1353.13
287.66
Deflection, y in.
Figure 11.15 p-y curves for the example problem.