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Discussion Forums - The Hendrix Group
HomeHomeDiscussionsDiscussionsGeneral Corrosi...General Corrosi...Corrosion due to organic matterCorrosion due to organic matter
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6/30/2005 9:00 AM
 
I am try to investigate the corrosive effects of live and dead plant root matter on buried galvanised steel. Could somebody please inform me as to whether a study, article, paper or the like has been documented on this or a similar topic. All help in this matter would be greatly appreciated.
 
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7/1/2005 9:00 AM
 
“Corrosion due to different soil conditions is a general corrosion problem, especially prevalent in highly alkaline areas. Corrosion currents leave the pipe wall and pass into compact soils and enter the pipe wall from light sandy soils. The intensity of the corrosion currents and the resulting rate of corrosion at the anodic areas of the pipe are directly proportional to the conductivity of the soil. Soil resistivity has a strong influence on the corrosion rate. Generally, the higher the resistivity (measured in ohm-cm), the lower the corrosion rate. Soil resistivity arises from a number of factors, but fine-grained soils (silts, loams, clays, and peats) have the lowest resistivities and thus the greatest corrosion susceptibility. In-site field measurements of soil resistivity are the most accurate way to determine resistivities. The recommended technique is to use the 4-pin resistivity test according to ASTM G57-78 standard specification. Clay soils with PH higher than 9 and lower than 14 are the most prone to carbonate cracking corrosion.” Maybe the sites bellow will help on your posting http://ops.dot.gov/regs/small_ng/Chapter3.htm http://www.angelfire.com/pop/myfile/EXTDIPhtml.htm http://www.asminternational.org/Template.cfm?Section=ShopASM&template=Ecommerce/FileDisplay.cfm&file=ACF7AC.pdf Regards Luis Marques
 
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7/4/2005 9:00 AM
 
With compliments to Luis, pl. note that living or dead organisms can generate H2S and under aquous condition chances of HIC can prevail if wrapping coating conditions damaged. Also alike SRB induced corrosion as surface below SRB colony become Cathodic by FeS layer ( H2S + Fe = FeS + H2) adjacent non SRB zones become anodic and can also corrode.
 
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