Evidence of beneficial role of inclined piles: Observations and summary of numerical analyses

N. Gerolymos, A. Giannakou, Ioannis Anastasopoulos, G. Gazetas

    Research output: Contribution to journalArticlepeer-review

    72 Citations (Scopus)

    Abstract

    The behaviour under seismic loading of inclined piles embedded in two idealized soil profiles, a homogeneous and a non-homogenous "Gibson" soil, is analysed with 3D finite elements. Two structures, modeled as single-degree-of-freedom oscillators, are studied: (1) a tall slender superstructure (H = 12 m) whose crucial loading is the overturning moment, and (2) a short structure (H = 1 m) whose crucial loading is the shear force. Three simple two-pile group are studied: (a) one comprising a vertical pile and a pile inclined at 25°, (b) one consisting of two piles symmetrically inclined at 25°, and (c) a group of two vertical piles. The influence of key parameters is analysed and non-dimensional diagrams are presented to illustrate the role of raked piles on pile and structure response. It is shown that this role can be beneficial or detrimental depending on a number of factors, including the slenderness of the superstructure and the type of pile-to-cap connection.
    Original languageEnglish
    Pages (from-to)705-722
    Number of pages18
    JournalBulletin of Earthquake Engineering
    Volume6
    Issue number4
    DOIs
    Publication statusPublished - Nov 2008

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