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For fixed bent foundation and pinned bent foundation cases, yielding of shear keys was reported in an average sense under PGA of 0.6 g with lower shear key deformations for the fixed case.
(5) An overall comparison of pinned versus fixed foundation cases suggests that the former results in significantly larger deformations, whereas larger force demand on the bent component was introduced in the later case as expected.
They said that director David Shell will continue to handle foundation cases on a volunteer basis, but added that the foundation will dramatically reduce its caseload.
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Now, the foundation case seems likely to proceed.
However, the floating pile foundations contribute to the reduction in the lateral displacements in comparison to the shallow foundation case, due to the reduced rocking components.
Using the concepts of elastic foundation beam theory and developing them for a more general non-linear hyperelastic foundation case, a semi-analytical model is proposed.
The paper first derives the deformation response for the linear foundation case for which Fourier expansion techniques can be applied to obtain an analytical solution.
Two base cases of JPCP types were utilized: (1) new construction on granular base (new JPCP case), and (2) both new construction/reconstruction on stabilized foundations or rehabilitation on underlying asphalt/concrete layers (JPCP over stiff foundation case).
In the tensionless foundation case, the contact region changes with beam motion and the estimation of the co-ordinates of the lift-off points is embedded into the solution procedure.
The most significant effect of the presence of an adjacent foundation is the introduction of certain modes of response that are not present in the single foundation case, and some of the degrees of freedom will be coupled.
The analyses were conducted for only one soil type (D), the larger level of ground motions (0.6 g), and pinned bent foundations case at the presence of the shear keys.
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