Sulfuric Acid Attack on Concrete Sewer Pipeby Alvin H. Meyer, Asst. Prof. of Civ. Engrg.; Texas A&M Univ., College Station, TX,
William B. Ledbetter, (M.ASCE), Assoc. Prof. of Civ. Engrg.; Texas A&M Univ. College Station, TX,
Serial Information: Journal of the Sanitary Engineering Division, 1970, Vol. 96, Issue 5, Pg. 1167-1182
Document Type: Journal Paper
Research was performed to determine if selected surface treatments would react chemically with the portland cement and increase the resistance of a mortar to sulfuric acid attack. Four parameters were investigated: (1) Portland cement type; (2) water/cement ratio; (3) sulfuric acid concentration; and (4) chemical surface treatment. The laboratory tests did not produce a desired solution for the problem of sulfuric acid attack on portland cement mortar. However, the experience in the laboratory did lead to the following conclusions: (1) Magnesium silicofluoride, sodium silicate, potassium silicate, and sodium alginate do not benefit the resistance of portland cement mortar to sulfuric acid attack; (2) even weak sulfuric acid solutions caused deterioration of both treated and untreated mortars; (3) varying the constituents of mortar produced from either Type I or Type II cement do not prevent failure due to sulfuric acid attack; and (4) sulfuric acid attack on portland cement mortar is a surface phenomenon and does not affect the structural integrity of the interior of the mortar specimens.
Subject Headings: Sulfur | Acids | Concrete pipes | Mortars | Portland cement | Sewers | Pipelines | Chemical treatment | Silica | Load and resistance factor design | Sodium
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