Investigating the effective parameters on soil-pile interaction under dynamic loads

Post-earthquake studies showed that earthquakes could cause damage to piles. Therefore, several analytical, laboratory, and numerical studies have been conducted on the seismic behavior of piles considering different types of soil constitutive models. In this paper, the literature on the behavior of the soil-pile system subjected to seismic loading was reviewed so that the practical and valuable results of previous studies, as well as the shortcomings and limitations of their research, were presented in detail.

کلیدواژه ها:

Seismic response ، Soil-Pile interaction ، Numerical modeling ، Pile length ، Seismic load