Geotechnical Engineering Circular No. 9 Design, Analysis, and Testing of Laterally Loaded Deep Foundations that Support Transportation Facilities

Table a Percent of residual load on soil mass between shafts [d = 1 foot

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Soldier Rev B

Table a Percent of residual load on soil mass between shafts [d = 1 foot.
φ
(Degree)
s/d
Rp (percent)
C (psi)
0.0
Rp (percent)
C (psi)
1.0
Rp (percent)
C (psi)
2.0
Rp (percent)
C (psi)
4.0
Rp (percent)
C (psi)
6.0
0 2
100.00 39.10 10.64 10.47 10.46 3
100.00 61.55 21.66 14.21 13.44 4
100.00 71.73 39.21 21.02 15.35 10 2
64.09 11.25 10.44 10.36 10.36 3
76.72 37.71 14.27 14.11 13.41 4
81.26 54.85 20.61 15.32 15.01 20 2
34.92 10.83 10.68 10.31 10.31 3
56.86 21.77 14.07 13.93 13.37 4
64.72 40.72 14.88 14.21 13.35 30 2
16.48 10.56 10.50 10.44 10.35 3
47.71 15.03 14.06 13.91 13.34 4
59.29 27.69 14.81 14.14 13.33 40 2
16.32 10.47 10.41 10.34 10.31 3
37.50 15.79 14.03 13.89 13.31 4
54.51 29.32 14.74 14.02 13.27

138
Table b Percent of residual load on soil mass between shafts d = 2 feet.
φ (Degree)
s/d
R
p
(percent)
C (psi)
0.0
R
p
(percent)
C (psi)
1.0
R
p
(percent)
C (psi)
2.0
R
p
(percent)
C (psi)
4.0
R
p
(percent)
C (psi)
6.0
0 2
100.00 39.92 10.52 10.23 9.98 3
100.00 65.41 25.91 15.05 14.52 4
100.00 76.51 45.45 22.67 17.12 10 2
69.03 16.54 10.26 10.14 9.89 3
83.00 43.19 15.53 15.15 14.68 4
86.68 60.05 26.52 16.51 16.37 20 2
44.15 12.91 10.31 9.86 9.74 3
67.36 24.37 15.23 15.03 14.66 4
76.76 48.10 16.38 15.35 14.62 30 2
28.95 10.29 10.11 9.73 9.63 3
55.81 15.74 14.94 14.80 14.42 4
68.42 36.01 15.81 14.96 14.36 40 2
24.59 10.27 9.78 9.75 9.66 3
46.60 18.08 14.80 14.68 14.30 4
59.75 32.87 15.17 14.80 14.25

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