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Scour Vulnerability of River Bridge Piers |
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| Authors: | F. Federico G. Silvagni F. Volpi |
| Affiliation: | 1Associate Professor of Geotechnics, Dept. of Civil Engineering, Univ. of Rome “Tor Vergata,” Via del Politecnico 1, 00133?Rome, Italy. 2Associate Professor of Hydraulic Construction, Dept. of Civil Engineering, Univ. of Rome “Tor Vergata,” Via del Politecnico 1, 00133?Rome, Italy (corresponding author). 3PhD Student in Environmental Engineering, Dept. of Civil Engineering, Univ. of Rome “Tor Vergata,” Via del Politecnico 1, 00133?Rome, Italy. |
| Abstract: | A simple procedure is proposed to assess the vulnerability of bridge piers in rivers, taking into account the phenomena governing fluvial dynamics during flood events. The procedure requires an estimation of the maximum scour depth of the soil surrounding both the pier and the foundation as well as an analysis of the bearing capacity of the pier–foundation–soil geotechnical system. The scour depth is determined in terms of the physical and mechanical properties of the streambed soil, the shape of the pier foundation and the destabilizing effects induced by hydrodynamic forces. The coupling of both the hydraulic and geotechnical analyses enables to identify the most significant factors characterizing scour depth and affecting pier vulnerability. Two levels (low, medium) of allowable vulnerability, bounded by an extreme condition of high vulnerability, are defined and analytically determined in function of the maximum scour depth and the foundation depth. Specific diagrams corresponding to each category of foreseen actions allow a quick evaluation of the vulnerability of a bridge pier. |
| Keywords: | Stream erosion Bridge maintenance Algorithms Bearing capacity Shallow foundations Scour Bridges, piers |