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Protection of underground steel in highly corrosive area
Procedures undertaken to prevent corrosion of bare steel pilings for electric generating station at Eddystone, Pa; construction site was contaminated with waste products from nearby foundry and preliminary tests indicated piles installed had life expectancy of less than 5 yr; rubber was excavated, replaced with weak concrete, and reinforced concrete cap cast on top; no metallic members contacted upper layer of fill material; after 5 1/2 yr service, examination of bearing pile suggests service life will not be impaired by corrosion.
Protection of underground steel in highly corrosive area
Procedures undertaken to prevent corrosion of bare steel pilings for electric generating station at Eddystone, Pa; construction site was contaminated with waste products from nearby foundry and preliminary tests indicated piles installed had life expectancy of less than 5 yr; rubber was excavated, replaced with weak concrete, and reinforced concrete cap cast on top; no metallic members contacted upper layer of fill material; after 5 1/2 yr service, examination of bearing pile suggests service life will not be impaired by corrosion.
Protection of underground steel in highly corrosive area
Matls Protection
DeMarco, R.C. (author)
1964
4 pages
Article (Journal)
English
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