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Lateral Capacity of Corroded Pile Bents
This report presents the findings from two separate studies. The first (the subject of this executive summary) contains results from the main study on the lateral capacity of corroded pile bents. The second relates to a supplemental investigation on the use of carbon fiber reinforced polymers for pile repair. A two-year experimental study was conducted to investigate the effect of corrosion on the lateral capacity of corroded pile bents. One-third scale models of corroded pile bents were fabricated and tested. Their capacity reduction was assessed in comparison to an identical uncorroded control. Surveys of characteristic corrosion damage in pile bents were carried out to establish the geometry of the pile bent and the location of the damage. Soil restraint was modeled so that it reproduced the axial load and bending moment distribution in the damaged portion of the piles from the point of inflection.
Lateral Capacity of Corroded Pile Bents
This report presents the findings from two separate studies. The first (the subject of this executive summary) contains results from the main study on the lateral capacity of corroded pile bents. The second relates to a supplemental investigation on the use of carbon fiber reinforced polymers for pile repair. A two-year experimental study was conducted to investigate the effect of corrosion on the lateral capacity of corroded pile bents. One-third scale models of corroded pile bents were fabricated and tested. Their capacity reduction was assessed in comparison to an identical uncorroded control. Surveys of characteristic corrosion damage in pile bents were carried out to establish the geometry of the pile bent and the location of the damage. Soil restraint was modeled so that it reproduced the axial load and bending moment distribution in the damaged portion of the piles from the point of inflection.
Lateral Capacity of Corroded Pile Bents
G. Mullins (Autor:in) / R. Sen (Autor:in)
2001
330 pages
Report
Keine Angabe
Englisch
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