Resistance of Self-consolidating Concrete to Sulfuric Acid Attack with Consecutive pH Reduction
By M. Bassuoni, Moncef L. Nehdi. 2007
285 citations recorded by the source corpus.
Subfields: Building and Construction, Civil and Structural Engineering
View Paper: https://www.semanticscholar.org/paper/f703bcd3bfb654e643a076dc2282b5cb4911a48f
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In Building and Construction
In Civil and Structural Engineering
Citations in the corpus
- Effect of slag content and activator dosage on the resistance of fly ash geopolymer binders to sulfuric acid attack (2018, background): “groundwater or produced from the oxidation of sulphur bearing compounds in backfill, such as pyrite, causing degradation to concrete substructures [13].”
- An experimental investigation on the erosion resistance of concrete containing various PET particles percentages against sulfuric acid attack (2015, background): “So far, various researches have been done on effects of cement type, water to cement ratio (W/C) [14,37,38], supplementary cementitious materials [18,35,39,40], polymer materials and type of aggregates [16], to improve normal concrete and mortar resistance against acid attacks.”