Skip to main content

Lund University Publications

LUND UNIVERSITY LIBRARIES

Corrosion rate measurements in steel sheet pile walls in a marine environment

Wall, Henrik LU and Wadsö, Lars LU (2013) In Marine Structures 33. p.21-32
Abstract
Corrosion of steel structures in the marine environment is a major problem. The deterioration of this kind of structures is costly and difficult to predict both when designing new structures and when estimating the remaining service life time for existing structures. The aim of this investigation was to find indicative values for the corrosion rate of steel sheet piles on the Swedish west coast. Such corrosion rates (mm/year) can be used both when designing new structures by oversizing the steel thickness and when estimating the bearing capacity of existing sheet pile structures. Earlier investigations on the corrosion rates along the Swedish east coast – with salinity from about 0.2% - 0.8% – are still used today as guidelines for the... (More)
Corrosion of steel structures in the marine environment is a major problem. The deterioration of this kind of structures is costly and difficult to predict both when designing new structures and when estimating the remaining service life time for existing structures. The aim of this investigation was to find indicative values for the corrosion rate of steel sheet piles on the Swedish west coast. Such corrosion rates (mm/year) can be used both when designing new structures by oversizing the steel thickness and when estimating the bearing capacity of existing sheet pile structures. Earlier investigations on the corrosion rates along the Swedish east coast – with salinity from about 0.2% - 0.8% – are still used today as guidelines for the corrosion rate of all steel structures in the Swedish maritime environment even though the salinity on the west coast can be as high as 3.0%.

Steel sheet pile wharfs located in the port of Halmstad on the Swedish west coast were inspected by ultrasonic measurements. Three wharf structures with a total length of about 700 m were inspected. None of the inspected wharfs had or have had cathodic protection. The thickness measurements of the steel sheet pile structures were performed by divers.

The age of the three inspected sheet pile structures ranged from 36 to 51 years. The dimensions of the original sheet pile sections are known. One of the quay structures is located along a river. The salinity at all wharfs varied from low values at the surface to approx. 2% at the bottom (also in the river outflow).

The measured average corrosion rates were in the same order as the design values in the European code. However, the results indicate increased corrosion rates about one meter below the mean water surface and at the level of the propellers from the ships berthing the most frequented of the inspected wharfs, 3 to 6 meters below water surface.

The tolerances of steel sheet thicknesses – usually in the order of ±6% – are often neglected when investigating the remaining thickness in steel sheet piles. A simple calculation model shows that the sheet pile must be almost 50 years of age before an accurate estimation on the corrosion rate can be made, considering the tolerances, if the true original sheet pile thickness is not known. (Less)
Please use this url to cite or link to this publication:
author
and
organization
publishing date
type
Contribution to journal
publication status
published
subject
keywords
Corrosion rate, Sheet pile, Marine corrosion
in
Marine Structures
volume
33
pages
21 - 32
publisher
Elsevier
external identifiers
  • wos:000324715200002
  • scopus:84877901229
ISSN
1873-4170
DOI
10.1016/j.marstruc.2013.04.006
language
English
LU publication?
yes
id
0ccbbd9a-4037-49ac-a525-d8be495c7e3b (old id 3771653)
date added to LUP
2016-04-01 10:25:02
date last changed
2022-01-25 22:58:16
@article{0ccbbd9a-4037-49ac-a525-d8be495c7e3b,
  abstract     = {{Corrosion of steel structures in the marine environment is a major problem. The deterioration of this kind of structures is costly and difficult to predict both when designing new structures and when estimating the remaining service life time for existing structures. The aim of this investigation was to find indicative values for the corrosion rate of steel sheet piles on the Swedish west coast. Such corrosion rates (mm/year) can be used both when designing new structures by oversizing the steel thickness and when estimating the bearing capacity of existing sheet pile structures. Earlier investigations on the corrosion rates along the Swedish east coast – with salinity from about 0.2% - 0.8% – are still used today as guidelines for the corrosion rate of all steel structures in the Swedish maritime environment even though the salinity on the west coast can be as high as 3.0%.<br/><br>
Steel sheet pile wharfs located in the port of Halmstad on the Swedish west coast were inspected by ultrasonic measurements. Three wharf structures with a total length of about 700 m were inspected. None of the inspected wharfs had or have had cathodic protection. The thickness measurements of the steel sheet pile structures were performed by divers. <br/><br>
The age of the three inspected sheet pile structures ranged from 36 to 51 years. The dimensions of the original sheet pile sections are known. One of the quay structures is located along a river. The salinity at all wharfs varied from low values at the surface to approx. 2% at the bottom (also in the river outflow).<br/><br>
The measured average corrosion rates were in the same order as the design values in the European code. However, the results indicate increased corrosion rates about one meter below the mean water surface and at the level of the propellers from the ships berthing the most frequented of the inspected wharfs, 3 to 6 meters below water surface. <br/><br>
The tolerances of steel sheet thicknesses – usually in the order of ±6% – are often neglected when investigating the remaining thickness in steel sheet piles. A simple calculation model shows that the sheet pile must be almost 50 years of age before an accurate estimation on the corrosion rate can be made, considering the tolerances, if the true original sheet pile thickness is not known.}},
  author       = {{Wall, Henrik and Wadsö, Lars}},
  issn         = {{1873-4170}},
  keywords     = {{Corrosion rate; Sheet pile; Marine corrosion}},
  language     = {{eng}},
  pages        = {{21--32}},
  publisher    = {{Elsevier}},
  series       = {{Marine Structures}},
  title        = {{Corrosion rate measurements in steel sheet pile walls in a marine environment}},
  url          = {{https://lup.lub.lu.se/search/files/1826771/3801579.pdf}},
  doi          = {{10.1016/j.marstruc.2013.04.006}},
  volume       = {{33}},
  year         = {{2013}},
}