Study of Rheological-Mechanical Properties and Vibration Mechanics Bandgap of Row Pile Foundation

To analyze the rheological and mechanical properties as well vibration-mechanical forbidden zone effect of row pile foundations, this paper employs time-dependent modulus to examine mechanics soil. Drawing from viscoelastic theory, we derive expression deformation in frequency domain dependence shear soils. We construct a continuous medium dynamics model pile-soil periodic structure, taking into account soil rheology, dispersion equation waves structure using multiple scattering method. The band gap characteristics parameters that influence law soil-row foundations are studied through analysis arithmetic cases. results show under loading condition, zero-frequency is larger than initial value, real part decreases monotonically with increase finally converges value; unloading smaller increases relaxation time soil, faster convergence rate; imaginary positive condition negative value then increasing 0. reaches peak at critical frequency, independent time. This study analyzed curve found low-frequency wave velocity foundation shifts position higher band, resulting width linear elastic affects gap, times positions widths. Additionally, rheology widens vibration when filling rate larger.