Combined effects of mineral admixtures and curing conditions on the sorptivity coefficient of concrete
By C. Tasdemir. 2003
287 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering
View Paper: https://www.semanticscholar.org/paper/6290017aac06d8f9c854a837adc74575f89f3556
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In Civil and Structural Engineering
Citations in the corpus
- Sorptivity of self-compacting concrete containing fly ash and silica fume (2016, background): “Tasdemir [3] conducted a series of sorptivity tests on Ordinary Portland Cement (OPC) concrete with sand instead of cement being partially replaced by mineral admixtures including fly ash (FA), limestone, sandstone and silica fume (SF) and the test results revealed the sorptivity coefficient decreas”
- Effect of Fly Ash on the Durability Properties of High Strength Concrete (2011, background): “Tasdemir (2003) found higher sorptivity coefficient for fly ash incorporated concrete as compared to normal concrete at early age adding fly class C ash as 10% of cement and using a water to binder (w/b) ratio of 0.60.”
- Evaluation of Relationship between Water Absorption and Durability of Concrete Materials (2014, background): “Several experimental investigations have shown that the capillary permeability is substantially affected by the curing condition [12].”
- The effect of the using waste marble dust as fine sand on the mechanical properties of the concrete (2010, methodology): “absorption of the concrete specimens were also used by Tasdemir (2003) and Turkmen (2003) was also used by (Tasdemir, 2003; Turkmen, 2003).”