Page 33 - openaccess

TECHNICAL PAPER

[42] Chatterji, S. (2005). “Chemistry of alkali–silica reaction combinations using concrete prisms” In RILEM
and testing of aggregates”, Cement and Concrete Recommendations for the Prevention of Damage by
Composites, Vol. 27, No. 8, pp. 788-795. Alkali-Aggregate Reactions in New Concrete Structures,
pp. 79-97. Springer.
[43] Bachiorrini, A. and Montanaro, L. (1988). “Alkali silica
reaction (ASR) in carbonate rocks”, Cement and Concrete [57] RILEM TC 191-ARP (AAR-4) (2016). In Book - RILEM
Research, Vol. 18, No. 5, pp. 731-738. Recommendations for the Prevention of Damage by
Alkali-Aggregate Reactions in New Concrete Structures,
[44] Dolar-Mountini, L. (1983). “Hand book of concrete
aggregates”, Noyes, Park Ridge, NJ, USA. [58] RILEM TC (1984). “General recommendations for
statical loading test for load bearing concrete structures
[45] ASTM C294 (2017). “Standard descriptive nomenclature in situ (TBS2)”, RILEM Technical Recommendation for
for constituents of concrete aggregates”, ASTM Standard, the Testing use of Construction Materials, E and FN
USA.
Spon, London.
[46] ASTM C295 (2018a). “Standard guide for petrographic [59] Mladenovic, M., Suput, J. S., Ducman, V., and Skapin, A.
examination of aggregates for concrete”, ASTM Standard, S. (2004). “Alkali–silica reactivity of some frequently used
USA.
lightweight aggregates”, Cement and Concrete Research,
[47] BS: 812-104 (1994). “Testing aggregates: Method for Vol. 34, No. 10, pp. 1809–1816.
qualitative and quantitative petrographic examination of [60] Higgs, N. B. (1987). “Chlorite: A deleterious consistent with
aggregates”, British Standard Institution, UK. respect to freeze-thaw durability of concrete aggregates",
[48] BS 7943 (1999). “Guide to the interpretation of Cement and Concrete Research, Vol. 17, No. 5,
petrographical examinations for alkali-silica reactivity”, pp. 793-804.
British Standard Institution, U.K. [61] Winslow, D. (1994). “The pore system of coarse

[49] Sims, and Nixon (2003). "RILEM recommended test aggregates”, ASTM Special Technical Publication, Vol. 169,
method AAR-1: Detection of potential alkali-reactivity No. 1, pp. 429-437.
of aggregates – petrographic method", Materials and [62] Kaneuji, M., Winslow, D., and Dolch, W. L. (1980). “The
Structures, Vol. 36, No. 7, pp. 480-496. relation between aggregate particle size distribution

[50] BS 7943 (1999). “Guide to the interpretation of and its freeze-thaw durability in concrete”, Cement and
petrographical examinations for alkali-silica reactivity”, Concrete Research, Vol. 10. No. 3, pp. 433-442.
British Standard Institution, UK. [63] Haneefa, K. M., Santhanam, M, and Parida, F. C. (2013).
[51] Fernandes, I., dos Anjos Ribeiro, M., Broekmans, M. A., “Thermal performance of limestone mortars for use in
and Sims, I. (2016). “Petrographic atlas: characterisation sodium cooled fast breeder reactors”, The Indian Concrete
of aggregates regarding potential reactivity to alkalis: Journal, Vol. 87, No. 12, pp. 25-41.
RILEM TC 219-ACS recommended guidance AAR- [64] Haneefa, K. M., Santhanam, M, Parida, F. C. (2014).
1.2, for use with the RILEM AAR-1.1” Petrographic “Deterioration of limestone aggregate mortars by liquid
Examination Method, Vol. 20, Springer. sodium in fast breeder reactor environment”, Nuclear
Engineering and Design, Vol. 275, No. 8, pp. 287-299.
[52] ASTM C289 (2007). “Standard test method for potential
alkali-silica reactivity of aggregates (chemical method)”, [65] Das, S. K., Sharma, A. K., Parida, F. C., Kashinathan,
ASTM Standard, USA. N., (2009). “Experimental study on thermo-chemical
phenomena during interaction of limestone concrete with
[53] ASTM C1260 (2014). “Standard test method for
potential alkali reactivity of aggregates (mortar-bar liquid sodium under inert atmosphere” Construction and
method)”, ASTM Standard, USA. Building Materials, Vol. 23, No. 11, pp. 3375-3381.
[66] Premila, M., Sivasubramanian, K., Amarendra, G., and
[54] ASTM C1293 (2018). “Standard test method for Sundar, C. S., (2008). “Thermo chemical degradation of
determination of length change of concrete due to limestone aggregate concrete on exposure to sodium
alkali-silica reaction”, ASTM Standard, USA.
fire”, Journal of Nuclear Materials, Vol. 375, No. 2,
[55] BS: 812-123 (1999). “Testing aggregates. method for pp. 263-269.
determination of alkali-silica reactivity. concrete prism [67] Chawla, T. C., and Pedersen, D. R., (1985). “A review of
method”, British Standard Institution, U.K.
modeling concepts for sodium–concrete reactions and
[56] Nixon, P. J. and Sims, I. (2016). “RILEM recommended a model for liquid sodium transport to the unreacted
test method: AAR-3–Detection of Potential concrete surface”, Nuclear Engineering and Design,
Alkali-Reactivity–38 C test method for aggregate Vol. 88, No. 1, pp. 85-91.

34 THE INDIAN CONCRETE JOURNAL | AUGUST 2022