A kinetic-based method for interpreting ASTM C 1260

Cement, Concrete and Aggregates

Volumn 22, Issue 2, 2000, Pages 142-149

  Johnston, Dan ^a   Stokes, David ^b   Surdahl, Roger ^c  

^a S Dakota Dept of Human Services   (United States)

^b FMC Corporation   (United States)

^c Federal Highway Administration ^*  (United States)

Author keywords

Aggregate; Nucleation; Pozzolans

Indexed keywords

EID: 0041030290     PISSN: 01496123     EISSN: None     Source Type: Journal    
DOI: 10.1520/cca10474j     Document Type: Article

References (5)

1. Berliner, R. et al., 1998, "Quasielastic Neutron Scattering Study of the Effect of Water-to-Cement Ratio on the Hydration Kinetics of Tricalcium Silicate," Cement and Concrete Research, Vol. 28, No. 2, pp. 231-243.
2. Johnston, D., 1994, "Interpretation of Accelerated Test Method ASTM P 214 Test Results," Transportation Research Record, 1458, TRB, National Research Council, Washington, DC, pp. 129-134.
3. Oberholster, R. E. and Davies, G., 1986, "An Accelerated Method for Testing the Potential Alkali Reactivity of Siliceous Aggregate," Cement and Concrete Research, Vol. 16, pp. 181-189.
4. Ramakrishnan, V. and Ramachandran, R., 1990, Alkali Reactivity of Concrete Aggregate, SD90-01, South Dakota Department of Transportation, Pierre, SD.
5. Stark, D., 1993, Eliminating or Minimizing Alkali-Silica Reactivity, SHRP-C-343, Strategic Highway Research Program, National Research Council, Washington, DC, p. 44.