Characterization of the mineralogical components of gravels and sands with influence on the alkali-silica reaction, using mortar-bars test.
Keywords:
alkali-silica reaction, expansions, mortars, reactive mineralsAbstract
The alkali-aggregate reaction, in its alkali-silica variant, has various minerals that influence the reactivity and little is known about its expansive behavior when mixed with the chemical components of Portland cement; therefore, it was sought to characterize its expansive behavior over time, up to 120 days and to analyze the causative effects in mortars when there is a unit presence of reactive minerals or combinations of them; such that, these reactive minerals are present in aggregates (gravels and sands) from banks of river materials (natural pebbles) or hill (processed by crushing) located in the State of Chihuahua, Mexico. The characterization was performed by measuring longitudinal expansions with the mortar bar test method (ASTM C-1260 Standard); where the results show that the minerals of chalcedony, quartz and opal, alone or in combination, are the ones that develop the greatest deleterious expansions at early ages in mortars.
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References
M. Pathirage; B.Q. Zhang; M. Alnaggar; G. Cusatis, “Confinement and alkali-silica reaction en concrete”, International Journal of Solids and Structures, 2023.
C. H. Lu; S. Z. Bu; Y. L. Zheng; K. Kosa, “Deterioration of concrete mechanical properties and fracture of steel bars caused by alkali-silica reaction: a review”, Structures, 2022.
R. B. Figueiras; R. Sousa; L. Coelho; M. Azenha; J. M. De Almeida; P. A. S. Jorge; C. J. R. Silva, “Alkali-Silica reaction in concrete: mechanisms mitigation and methods”, Construction and Building Materials, 2019.
T. Powers; H. Stenour, “An interpretation of some published research on alkali-aggregate reaction and mechanisms of expansion”, Journal of the American Concrete Institute, 1995.
B. Wigum; J. Lindgard, “Test methods for alkali-aggregate reaction in Norwegian aggregate: petrographic examination and the South African NBRI Mortar-Bar test, durability of concrete”, Fourth International Conference, CANMET/ACI, 1997.
F. Weisbe; J. Von Werder; T. Manninger; B. Maier; M. Fladt; S. Simon; A. Gardei; D. Hoehnel; S. Pirskawetz; B. Meng, “A multiscale and multimethod approach to assess and mitigate concrete damage due to alkali-silica reaction”, Advanced Engineering Materials, 2022.
ASTM, “Standard test method for potential alkali reactivity of aggregates (Mortar-Bar Method), Standard ASTM C-1260.
E. Caballero, “Evaluación de materiales para dictaminar la existencia de compuestos que puedan generar una reacción álcali-sílice en pavimentos de concreto”, Tesis de Maestría, Facultad de Ingeniería, Universidad Autónoma de Chihuahua, Chihuahua, México, 1999.
J. Almaral, “Caracterización química y física de agregados considerados en el diseño de concreto hidráulico para pavimentos rígidos”, Tesis de Maestría, Facultad de Ingeniería, Universidad Autónoma de Chihuahua, Chihuahua, México, 1999.
ASTM, “Standard practice for reducing samples of aggregate to testing size”, Standard ASTM C-702.
ASTM, “Standard practice for use of apparatus for the determination length change of hardened cement paste, mortar and concrete”, Standard ASTM C-490.
ASTM, “Standard practice for mechanical mixing hydraulic cement pastes and mortars of plastic consistency”, Standard ASTM C-305.
ASTM, “Standard test method for compressive strength of hydraulic cement mortars (cube specimens)”, Standard ASTM 109/C109M.
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