Durability

Steel sheet piles are widely used in permanent earth retaining and structural foundation works. In the majority of circumstances, they can be used in an unprotected condition. The degree of corrosion and whether protection is required depends upon the working environment - which can vary even within the same installation.

In general, marine environments are the most corrosive and unpredictable. In the few metres of vertical zoning which most structures encompass, parts of the sheet piles are in contact with soil, and exposed to seawater immersion, inter-tidal, splash and marine atmospheric environments.

For most environments, characteristic corrosion rates have been measured (soil, atmospheric, fresh water, marine environment…). The ideal case is to consider corrosion rates measured in adjacent structures, but most often, these data are either not available or not reliable. Typical corrosion rates can be taken from the European standard EN 1993 – Part 5. Note that in specific situations, corrosion due to local conditions may lead to higher corrosion rates, requiring detailed site examinations and data analysis.

In many circumstances steel corrosion rates are low and the use of protective methods is not necessary. However, there are circumstances where corrosion can be more significant, so that measures capable of increasing the service life of a structure should be considered. Protection measures and design considerations include one or a combination of following methods:
  • coatings (typically only in zones with high corrosion probability),
  • use of a stronger / thicker section, or a higher steel grade, to create a "statical reserve",
  • design to avoid the maximum bending moments in zones with high corrosion rates,
  • extension of the concrete capping beam below the low-water level,
  • use of AMLoCor® steel grade (most efficient in the permanent immersion zone and low water zone),
  • use of Mariner steel grade ASTM A690 (splash zone)
  • cathodic protection by impressed current or by sacrificial anodes (protects the surface constantly in contact with water).
The adverse effects of abrasion and erosion should be taken into account in the design or in the selection of protective methods, e.g. the use of a special coating.

Finally, pitting corrosion, a local phenomenon usually limited to a small portion of the surface of the structure, should be monitored. Measures to prevent retained soil form being washed out through the small holes are easy to implement. Note that generally speaking, pitting corrosion does not affect the overall stability of the retaining wall.

In most cases, the design with a sacrificial thickness of steel is the most cost-effective.

In harsh maritime environements, for the portion below water, cathodic protection can be desgined right from the beginning and installed later if monitoring shows that the corrosion rates after several years are higher than foreseen in the design assumptions.
Excerpt from EN 1993-5: Table 4.1. & 4.2
design life (years)
5
25
50
75
100
undisturbed natural soils (sand, clay, …)
0.00 0.30 0.60 0.90 1.20
common fresh water: waterline
0.15 0.55
0.90
1.15 1.40
sea water: permanent immersion & intertidal
0.25 0.90
1.75
2.60 3.50
sea water: splash & low water zone
0.55 1.90
3.75
5.60 7.50
Graph Wel,y reduced (sample)
Graph Wel,y reduced (sample)
Last modified: January 14, 2019