TAMWAVE 4: Shaft Resistance Profile, ALP and CLM2

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

Shaft Segment Properties
Depth at Centre of Layer, feet	Soil Shear Modulus, ksf	Beta	Quake,inches	Maximum Load Transfer, ksf	Spring Constant for Wall Shear, ksf/in	Smith-Type Damping Constant, sec/ft	Maximum Load Transfer During Driving (SRD), ksf
0.50	48.4	0.163	0.0022	0.009	4.03	45.394	0.009
1.50	83.9	0.163	0.0038	0.027	6.99	19.911	0.027
2.50	108.3	0.163	0.0050	0.045	9.02	13.572	0.045
3.50	128.1	0.163	0.0059	0.063	10.68	10.543	0.063
4.50	145.3	0.163	0.0067	0.081	12.11	8.730	0.081
5.50	160.6	0.164	0.0074	0.098	13.38	7.509	0.098
6.50	174.6	0.164	0.0080	0.116	14.55	6.623	0.116
7.50	187.6	0.164	0.0086	0.134	15.63	5.948	0.134
8.50	199.7	0.164	0.0091	0.152	16.64	5.414	0.152
9.50	211.1	0.164	0.0097	0.170	17.59	4.980	0.170
10.50	222.0	0.164	0.0102	0.188	18.50	4.618	0.188
11.50	232.3	0.164