شماره ركورد كنفرانس :
5356
عنوان مقاله :
Investigating the effective parameters on soil-pile interaction under dynamic loads
پديدآورندگان :
Ahmadi Mohammad M. mmahmadi@sharif.edu Sharif University of Technology, Tehran, Iran , Hadei Sadjad Sharif University of Technology, Tehran, Iran , Borzeshi Sajjad A. Sharif University of Technology, Tehran, Iran , Hokmabadi Arash Sharif University of Technology, Tehran, Iran
كليدواژه :
Seismic response , Soil-Pile interaction , Numerical modeling , Pile length , Seismic load
عنوان كنفرانس :
پنجمين كنفرانس ملي مهندسي ژئوتكنيك ايران و دومين كنفرانس بين المللي مهندسي زلزله و ژئوتكنيك لرزه اي
چكيده فارسي :
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.
