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out

Output Parameters

ξ
Standard Equivalent
Viscous Damping Ratio
β
Stiffness Reduction
Coefficient

Design Formulas

Design Parameters
$$\xi = \frac{E}{2\pi} \qquad\qquad \beta = K$$
Equivalent viscous damping ratio ξ (dimensionless) and stiffness reduction coefficient β (dimensionless).
in

Input Parameter Constraints

Parameter Type Range Description
N Integer 0 ≤ N ≤ 600 Cycle Number
T Real T < 0.2 Mean Load Ratio
c Real Soil Cohesion (kPa)
φ Real Friction Angle (degrees)
ρ Real Natural Dry Density (g/cm³)
d Real Borehole Diameter (m)
Lb Real Bonded Length (m)
fgr Real Grout Strength (MPa)
fu Real Ultimate Tensile Strength (MPa)
fy Real Yield Strength (MPa)
Ffail Real Ultimate Failure Force (kN)
τ Real Interface Ultimate Shear Stress (MPa)
Ki Real Interface Initial Stiffness (kN/mm)

Default Parameter Values

Parameter Symbol Default Value Unit
Soil TypeSilty Sand
Cohesionc61.8kPa
Friction Angleφ16.7°
Natural Dry Densityρ1.544g/cm³
Borehole Diameterd0.048m
Bonded LengthLb0.126m
Grout Strengthfgr30MPa
Ult. Tensile Strengthfu460MPa
Yield Strengthfy380MPa
Ult. Failure ForceFfail0.33kN
Int. Ult. Shear Stressτ17.41MPa
Int. Initial StiffnessKi0.35kN/mm
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