A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Equivalent seismic coefficients for caisson foundations supporting bridge piers
Abstract Safety of a foundation under seismic loading is strongly dependent on the inertial forces transmitted by the superstructure, exchanged with the surrounding soil and acting into the foundation itself. The latter contribution, typically neglected for shallow and pile foundations, should be considered for caisson foundations, much more massive and rigid than the foundation soil. In this paper, the inertial forces acting in caisson foundations during seismic shaking are extracted from the results of a parametric study where different caissons supporting bridge piers are subjected to severe ground motions. The parametric study was carried out in the time domain via 3D Finite Element (FE) dynamic analyses performed in terms of effective stresses but assuming an undrained response of the foundation soil. Non-linear and inelastic soil behaviour was described in the analyses by an elastic-plastic constitutive model with isotropic hardening. In the framework of a pseudo-static approach, the caisson inertia is represented by equivalent horizontal and rotational seismic coefficients, k h eq and k rot eq, relating the generalised inertial forces to the caisson weight. The coefficient k h eq turns out to be always remarkably smaller than the maximum value computed at ground surface in free-field conditions, k h max (g.s.). The equivalent seismic coefficients k h eq and k rot eq are expressed via empirical relationships as a function of the dynamic properties of the whole system and the seismic input, through dimensionless parameters. Calculation examples are finally given, where safety assessment of bearing capacity is made for different systems using the pseudo-static approach, showing that use of the seismic coefficients computed by the proposed relationships yields results consistent with the ones obtained from the dynamic analyses.
Highlights Inertia forces into massive caissons cannot be neglected as for shallow foundations. Highest foundation inertial forces in the presence of soil-system dynamic coupling. Horizontal seismic coefficients increase for caissons under synchronous motions. Maximum horizontal seismic coefficients lower than the ones in free-field condition. Rotational seismic coefficients increase for caissons under asynchronous motions.
Equivalent seismic coefficients for caisson foundations supporting bridge piers
Abstract Safety of a foundation under seismic loading is strongly dependent on the inertial forces transmitted by the superstructure, exchanged with the surrounding soil and acting into the foundation itself. The latter contribution, typically neglected for shallow and pile foundations, should be considered for caisson foundations, much more massive and rigid than the foundation soil. In this paper, the inertial forces acting in caisson foundations during seismic shaking are extracted from the results of a parametric study where different caissons supporting bridge piers are subjected to severe ground motions. The parametric study was carried out in the time domain via 3D Finite Element (FE) dynamic analyses performed in terms of effective stresses but assuming an undrained response of the foundation soil. Non-linear and inelastic soil behaviour was described in the analyses by an elastic-plastic constitutive model with isotropic hardening. In the framework of a pseudo-static approach, the caisson inertia is represented by equivalent horizontal and rotational seismic coefficients, k h eq and k rot eq, relating the generalised inertial forces to the caisson weight. The coefficient k h eq turns out to be always remarkably smaller than the maximum value computed at ground surface in free-field conditions, k h max (g.s.). The equivalent seismic coefficients k h eq and k rot eq are expressed via empirical relationships as a function of the dynamic properties of the whole system and the seismic input, through dimensionless parameters. Calculation examples are finally given, where safety assessment of bearing capacity is made for different systems using the pseudo-static approach, showing that use of the seismic coefficients computed by the proposed relationships yields results consistent with the ones obtained from the dynamic analyses.
Highlights Inertia forces into massive caissons cannot be neglected as for shallow foundations. Highest foundation inertial forces in the presence of soil-system dynamic coupling. Horizontal seismic coefficients increase for caissons under synchronous motions. Maximum horizontal seismic coefficients lower than the ones in free-field condition. Rotational seismic coefficients increase for caissons under asynchronous motions.
Equivalent seismic coefficients for caisson foundations supporting bridge piers
Gaudio, D. (author) / Rampello, S. (author)
2019-11-03
Article (Journal)
Electronic Resource
English
Towards a seismic capacity design of caisson foundations supporting bridge piers
| Online Contents | 2014
Seismic performance of bridge piers: caisson vs pile foundations
| Elsevier | 2019
CAISSON FOUNDATIONS FOR BRIDGE PIERS IN LOUISIANA WATERWAYS
| British Library Conference Proceedings | 1999