Page 436 - Corrosion Engineering Principles and Practice
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404   C h a p t e r   1 0     C o r r o s i o n   i n   S o i l s   a n d   M i c r o b i o l o g i c a l l y   I n f l u e n c e d   C o r r o s i o n    405


                      thickness  of  the  galvanized  coating.  Additional  protection  can  be
                      afforded  by  so-called  duplex  systems,  in  which  additional  paint
                      coatings are applied to galvanized steel.

                      Lead
                      At one time, lead was used extensively as sheathing for telephone
                      cables,  but  it  has  been  phased  out  in  favor  of  plastics  in  most
                      applications, in great part due to the toxicity of lead ions. Although
                      lead is amphoteric*, a reasonable corrosion resistance was shown in
                      most soils. The corrosion resistance of lead and lead alloys in soils is
                      generally regarded as being in-between those of steel and copper. The
                      corrosion  resistance  of  buried  lead  sheathing  for  power  and
                      communication cables has usually been satisfactory. Caution needs to
                      be  exercised  in  soils  containing  nitrates  and  organic  acids  such  as
                      acetic acid. Excessive corrosion is also found under highly alkaline
                      soil  conditions.  Silicates,  carbonates,  and  sulfates  tend  to  retard
                      corrosion reactions by their passivating effects on lead.
                      Stainless Steels
                      Stainless steels are rarely used in soil applications, as their corrosion
                      performance in soil is generally poor and not better than bare steel.
                      Localized  corrosion  attack  is  a  particularly  serious  concern.  The
                      presence of chloride ions and concentration cells developed on the
                      surface of these alloys tends to induce localized corrosion damage.
                      Since pitting tends to be initiated at relatively high corrosion potential
                      values, higher redox potentials increase the localized corrosion risk.
                      Common grades of stainless steel and even the very highly alloyed
                      versions are certainly not immune to MIC.

                      Copper and Alloys
                      Copper is generally considered to have good resistance to corrosion in
                      soils. Corrosion concerns are mainly related to highly acidic soils and the
                      presence of carbonaceous contaminants such as cinder. Sulfides, often
                      produced by SRBs, also greatly increase the risk of corrosion damage.
                         In the case of brasses, consideration must be given to the risk of
                      dezincification, especially at high zinc levels. Soils contaminated with
                      detergent solutions and ammonia also pose a higher corrosion risk for
                      copper and copper alloys. Additional corrosion protection for copper
                      and copper alloys is usually considered only in highly corrosive soil
                      conditions. CP, the use of acid-neutralizing backfill such as limestone,
                      and protective coatings can be used in these applications.

                      Concrete
                      Concrete  is  extensively  used  underground  as  footings,  piers,  tanks,
                      piping, and so forth. The material is normally used with reinforcing steel.



                      *  Amphoteric  signifies  that  the  metal  is  attacked  by  either  acidic  or  basic
                       environments.
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