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In this study, an integral equation method with a fictitious pile model was adopted to analyze the piled raft foundation with dissimilar piles.
Open image in new window Fig. 6 Pile model overview using SAP2000.
We present the basic notions of the "Supercritical Pile" model of Gamma Ray Bursts (GRBs).
In this study, the bridge column was simulated numerically whereas the full-scale prestressed/precast pile model was tested physically with predetermined moment distribution along the pile model and neglecting pile group effects.
An effective pile model with a short pile length and an additional end plate was proposed that provided approximate foundation flexibility and pile responses.
The theoretical model developed in the present paper has also been validated in field studies, where it is shown by means of three examples that the solution developed in this study has been adequately verified by comparison of the theoretical pile model and field measurements of the dynamic responses.
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The investigated problem consists of a single vertical cylindrical pile, modelled as an Euler Bernoulli beam, embedded in a subsoil consisting of two homogeneous viscoelastic layers of sharply different stiffness resting on a rigid stratum.
This has been used as a standard classification for discontinuous data, stemming from the sand-pile model of criticality [18].
In a SOC system such as the sand-pile model [18] the waiting times (periods of inactivity between avalanches) have been shown to follow an exponential distribution [30].
This paper presents a novel, three-dimensional, single-pile model, formulated in the wavenumber domain and adapted to account for boundary conditions using the superposition of loading cases.
Additionally, both these binning approaches differ from that used in non-driven systems such as the classical sand-pile model [18] and the system investigated in the companion paper to this article [24].
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