Figure 3. Identified climate-change risks on bridges and the climate changes affecting them. Inside to outside: risk group, identified risk, responsible climatic change parameters. Arrows connecting the different risks represent the discussed interdependencies.b.
bD1: accelerated degradation of superstructure, D2: accelerated degradation of substructure, S1: heat-induced damage to pavements and railways, S2: increased long-term deformations, G1: higher scour rates, G2: bridge slope failure, G3: landslides, G4: foundation settlement, G5: rockfalls; debris flows; and snow avalanches, G6: soil liquefaction, G7: additional loads on piles, G8: clay shrinkage and swelling, I1: higher wave impact, I2: wind-induced loads, I3: additional snow loads on covered bridges, I4: thermally induced stresses, I5: drainage capacity, I6: hydrostatic pressure behind abutments, I7: loads on bridges with control sluice gates, I8: loss of prestressing force, I9: ice-induced loads, A1:water vessel collisions, A2: vehicle-pier collisions, A3: vehicle accidents, A4: train-pier collisions, E1: floods, E2: storms, E3: wildfires, O1: snow removal costs, O2: temporary bridge restrictions, O3: power shortage; P↑, P↓: higher and lower precipitation in some regions, respectively, T↑: higher temperatures, W↑: more frequent/intense extreme winds, SLR: sea level rise, RH↑, RH↓: increase and decrease in relative humidity, respectively, PF↓: permafrost melt, P↔: increase in precipitation contrast, F↑: higher in-cloud liquid water content of marine fogs, CC↑: higher carbon concentrations, SR↑: higher solar radiation, OT↑: higher ocean temperature, PH↓: decrease in global ocean pH, SF↑: higher snowfall, S↑: increase in storms intensity/frequency, HW↑: increase in intensity/frequency of heatwaves, T↔: higher temperature seasonal contrast, RO↑: higher run-off, W↓: decrease in wind speeds, WL↔: increased water fluctuations in rivers, SS↑: higher soil salinity.
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