An analytical solution for the dynamic response of an end-bearing pile subjected to vertical P-waves considering water-pile-soil interactions. Issue 153 (February 2022)

• Record Type: Journal Article
• Authors: Zhao, Mi; Huang, Yiming; Wang, Piguang; Cao, Yanhui; Du, Xiuli
• Is Part Of: Soil dynamics and earthquake engineering. Issue 153(2022)
• Publication Date: 2022-02
• Subjects: Analytical solution -- Dynamic response -- Water-pile-soil interaction -- Vertical P-Waves -- Wave scattering; Soil dynamics -- Periodicals; Earthquake engineering -- Periodicals; Sols -- Dynamique -- Périodiques; Génie parasismique -- Périodiques; 624.176205
• DOI: 10.1016/j.soildyn.2021.107126
• Languages: English
• ISSNs: 0267-7261

Abstract

Abstract: A three-dimensional water-pile-soil model is developed to investigate the dynamic responses of end-bearing pile under vertical P-waves. The soil and pile are modelled as linear viscoelastic media with hysteretic material damping, and the water is modelled as linear acoustic medium. The proposed model considers the radial and vertical equilibria of pile-soil and pile-water as well as three-dimensional wave scattering. The total dynamic response of the system can be expressed as the sum of the free-field response and scattered-field response. The water-soil interaction is considered in the free-field response, while it is neglected in the scattered-field response. Through a precise theoretical derivation, a closed-form solution is obtained for the total response of the water-pile-soil system. The present solution is compared with several other methods to verify the validity of the method. The effects of several factors, such as soil thickness, water depth, pile radius, pile modulus and soil modulus on the dynamic response of the pile head are studied. The results indicate that it is necessary to consider the water-pile-soil interactions in the design of piles that are installed in offshore areas. Highlights: A closed-form solution for the total response of the water-pile-soil system is presented. A 3D water-pile-soil model for the vertical P-waves induced responses of the end-bearing pile is given. A parametric analysis is conducted to study the influence of water on the dynamic response of the pile.