Research Article

Comparison of Uplift Capacity and Nonlinear Failure Surfaces of Single-Belled Anchor in Homogeneous and Layered Sand Deposits

Table 5

Independent variables, coefficients, standard error, tstatistics, and tcritical of all the parameters from models (18) to (21).

ParametersCoefficientsStandard errort statisticstcritical = t(0.975,54)

In accordance with model (18)
L/Db+1.670.1114.542.01
Ds/Db−4.191.432.93
a−2.960.417.13

In accordance with model (19)
L/Db+1.480.1014.622.01
Ds/Db−4.611.213.80
a−2.970.368.16

In accordance with model (20)
L/Db+1.170.0815.272.01
Ds/Db−2.701.002.69
a−2.260.297.84

ParametersCoefficientsStandard errort statisticstcritical=t(0.975,248)

In accordance with model (21)
L/Db+1.430.7419.471.979
Ds/Db−3.620.943.85
β−0.060.0111.23
a−2.710.2610.27