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pdf (3.6 MB) - ThyssenKrupp Bautechnik

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2.2. PROPERTIES OF STEEL 11<br />

The reason for this is the exclusion of oxygen. The same corrosion rate can be expected on<br />

sheet pile walls backfilled with sand. However, in this case it must be ensured that the troughs<br />

of the sections are filled completely with sand. A coating with a high protective effect forms in<br />

calcareous water and soils with a calcium carbonate content. Aggressive soils, e.g. humus, or<br />

aggressive groundwater should not be allowed to come into contact with the surface of a sheet<br />

pile wall. Furthermore, corrosion of the sheet piling can be promoted by bacteria in the soil.<br />

Considerably more severe corrosion can be expected in hydraulic structures, which is, however,<br />

not evenly distributed over the full height of the structure. Fig. 2.5, in accordance with EAU<br />

2004 section 8.1.8 (R 35), illustrates the corrosion zones using the North Sea and Baltic Sea<br />

as examples. The greatest weakening of the wall thickness and hence the resistance of the<br />

component takes place in the low water zone. When designing a sheet pile wall, care should be<br />

taken to ensure that the maximum bending moments do not occur at the same level as the main<br />

corrosion zones.<br />

Figure 2.5: Qualitative diagram of the corrosion zones for steel sheet piling using the North<br />

Sea and Baltic Sea as examples (EAU 2004)<br />

EAU 2004 includes diagrams in section 8.1.8.3 (R 35) with which the weakening of the wall<br />

thickness due to corrosion can be calculated (Fig. 2.6). Using these diagrams, sheet pile walls<br />

can be designed for the mean and maximum losses in wall thickness if no wall thickness measurements<br />

are available from neighbouring structures. The areas shaded grey in the diagrams<br />

represent the scatter for structures investigated hitherto. To avoid uneconomic forms of construction,<br />

EAU 2004 recommends using the measurements above the regression curves only<br />

when local experience renders this necessary. For structures located in briny water, i.e. in areas<br />

in which freshwater mixes with seawater, the reduction in wall thickness can be interpolated<br />

from the diagrams for seawater and freshwater.<br />

According to current knowledge, adding a coating to the sheet piles can delay the onset of

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