Citation

Tuladhar R, Maki T, Mutsuyoshi H. Earthquake Eng. Struct. Dynam. 2008; 37(1): 43-59.

Affiliation

Graduate School of Civil and Environmental Engineering, Saitama University, Saitama, Japan (rabin@mtr.civil.saitama-u.ac.jp)

Copyright

(Copyright © 2008, John Wiley and Sons)

DOI

10.1002/eqe.744

PMID

unavailable

Abstract

Modern seismic design codes stipulate that the response analysis should be conducted by considering the complete structural system including superstructure, foundation, and ground. However, for the development of seismic response analysis method for a complete structural system, it is first imperative to clarify the behavior of the soil and piles during earthquakes. In this study, full-scale monotonic and reversed cyclic lateral loading tests were carried out on concrete piles embedded into the ground. The test piles were hollow, precast, prestressed concrete piles with an outer diameter of 300 mm and a thickness of 60 mm. The test piles were 26 m long. Three-dimensional (3D) finite element analysis was then performed to study the behavior of the experimental specimens analytically. The study revealed that the lateral load-carrying capacity of the piles degrades when subjected to cyclic loading compared with monotonic loading. The effect of the use of an interface element between the soil and pile surface in the analysis was also investigated. With proper consideration of the constitutive models of soil and pile, an interface element between the pile surface and the soil, and the degradation of soil stiffness under cyclic loading, a 3D analysis was found to simulate well the actual behavior of pile and soil.