Table 2 Model parameters for the numerical illustrations of inelastic response.
Soil properties | Wave characteristics | Geometry |
|---|---|---|
\({c_m}={10^{ - 3}}\;{{\text{m}}^2}\,{{\text{s}}^{-1}}\) | \(T=10\;{\text{s}}\) | \(h=15\;{\text{m}}\) |
\(K=27\;{\text{MPa}}\)\(\nu =1/3\) | \({H_0}/{L_0}=0.06\) | \(d/L=0.25,{\text{ }}0.5,{\text{ 1}},{\text{ }}\infty\) |
\(\bar {\alpha }=0.0023\)\(\bar {\beta }=6.644\)\(\bar {\kappa }=0.005\)\(\gamma ^{\prime}={\gamma _w}=10\,\,{\text{kN}}/{m^3}\) | \({p_0}=31.3\;{\kern 1pt} {\kern 1pt} {\text{kPa}}\) |
