TAMWAVE 4: Shaft Resistance Profile, ALP and CLM2

vulcanhammer.net

With the basic parameters established, we can turn to the static analysis of the pile, both axial and lateral.

Shaft Resistance Profile

Shaft Segment Properties
Depth at Centre of Layer, feetSoil Shear Modulus, ksfBetaQuake,inchesMaximum Load Transfer, ksfSpring Constant for Wall Shear, ksf/inSmith-Type Damping Constant, sec/ftMaximum Load Transfer During Driving (SRD), ksf
0.5048.40.1630.00220.0094.0345.3940.009
1.5083.90.1630.00380.0276.9919.9110.027
2.50108.30.1630.00500.0459.0213.5720.045
3.50128.10.1630.00590.06310.6810.5430.063
4.50145.30.1630.00670.08112.118.7300.081
5.50160.60.1640.00740.09813.387.5090.098
6.50174.60.1640.00800.11614.556.6230.116
7.50187.60.1640.00860.13415.635.9480.134
8.50199.70.1640.00910.15216.645.4140.152
9.50211.10.1640.00970.17017.594.9800.170
10.50222.00.1640.01020.18818.504.6180.188
11.50232.30.164

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