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Abstract
Strength development of lime-pozzolana mortars is affected by the fineness of the pozzolan. This paper examines the effect of the fineness of artificial pozzolana on the strength development of lime-pozzolana mixtures. An artificial pozzolana produced by calcining clays from Oman was used in this study. The artificial pozzolana is locally known as “Sarooj”, and is currently being used in a big project for the restoration of historical monuments undertaken by the Omani Ministry of National Heritage and Culture. The artificial pozzolana was ground to various degrees of fineness, blended with hydrated lime with a ratio of 3:1, and the resulting mortar was used to make hardened mortar cubes. Strength of mortar cubes was measured at ages of 7, 14, 28 and 90 days of casting. The experimental results show that good artificial pozzolanas show a linear correlation between the Blaine fineness of the artificial pozzolana and the compressive strength, but such relationship does not exists for weak type pozzolanas. The fineness of the artificial pozzolana has its most significant effect on delayed strength gain, with more pronounced effect for good type pozzolan.
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References
- ACI Committee 232, 1994. Use of Natural Pozzolans in Concrete: American Concrete Institute Materials Journal, July-August: 410-426.
- AL-RAWAS, A.A., HAGO, A.W., CORCORAN, T.C. and AL-GHAFRI, K.M., 1998, Properties of Omani Artificial Pozzolana (Sarooj): Applied Clay Science Journal, 13(4): 275-292.
- ALEXANDER, K.M., 1960. Reactivity of ultrafine powders produced from siliceous rocks: Journal of American Concrete Institute, 57: 557-569.
- CHATTERJEE, M.K. and LAHIRI, D., 1967. Pozzolanic activity in relation to specific surface of some artificial pozzolans: Transactions of Indian Ceramic Society, 26:65-74.
- COSTA, U. and MASSAZZA, F., 1974. Factors affecting the reaction with lime of some natural Italian pozzolans: Cemento, 74(4):131-139.
- DAY, R.L. and SHI, C., 1994. Influence of the fineness of pozzolan on the strength of lime natural-pozzolan cement pastes: Cement and Concrete Research Journal, 24(8):1485-1491.
- GREENBERG, S.A., 1961. Reaction between silica and calcium hydroxide solutions, Kinetics in the Temperature range 30-85 oC. Journal of Physical Chemistry, 65:12-16.
- HAGO, A.W., AL-RAWAS, A.A., and AL-HARTHY, A.S. 1995. The Omani Sarooj, Sultan Qaboos University, First report on the Omani Sarooj (classified).
- HAGO, A.W., and AMER AL-RAWAS, 1997. Properties of the Omani Sarooj: Engineering Journal of the University of Qatar, 10: 81-91.
- HAGO, A.W. and AMER AL-RAWAS, 1999. An investigation into the traditional method of production of Omani Sarooj: Sultan Qaboos University Journal of Science and Technology, 4:35-43.
- LEA, F.M., 1971. Chemistry of cement and concrete, Chemical Publishing, Inc., pp414-453.
- OMANIAN STANDARD OS26, 1981. Methods of Testing Cement-Physical Tests-Determination of Fineness: Ministry of Commerce and Industry, Directorate General for Specifications and Measurements.
- ROSSI, G. and FORCHIELLI, L.,1976. Porous structure and reactivity with lime of some natural Italian pozzolans: Cemento, 76(4): 215-221.
References
ACI Committee 232, 1994. Use of Natural Pozzolans in Concrete: American Concrete Institute Materials Journal, July-August: 410-426.
AL-RAWAS, A.A., HAGO, A.W., CORCORAN, T.C. and AL-GHAFRI, K.M., 1998, Properties of Omani Artificial Pozzolana (Sarooj): Applied Clay Science Journal, 13(4): 275-292.
ALEXANDER, K.M., 1960. Reactivity of ultrafine powders produced from siliceous rocks: Journal of American Concrete Institute, 57: 557-569.
CHATTERJEE, M.K. and LAHIRI, D., 1967. Pozzolanic activity in relation to specific surface of some artificial pozzolans: Transactions of Indian Ceramic Society, 26:65-74.
COSTA, U. and MASSAZZA, F., 1974. Factors affecting the reaction with lime of some natural Italian pozzolans: Cemento, 74(4):131-139.
DAY, R.L. and SHI, C., 1994. Influence of the fineness of pozzolan on the strength of lime natural-pozzolan cement pastes: Cement and Concrete Research Journal, 24(8):1485-1491.
GREENBERG, S.A., 1961. Reaction between silica and calcium hydroxide solutions, Kinetics in the Temperature range 30-85 oC. Journal of Physical Chemistry, 65:12-16.
HAGO, A.W., AL-RAWAS, A.A., and AL-HARTHY, A.S. 1995. The Omani Sarooj, Sultan Qaboos University, First report on the Omani Sarooj (classified).
HAGO, A.W., and AMER AL-RAWAS, 1997. Properties of the Omani Sarooj: Engineering Journal of the University of Qatar, 10: 81-91.
HAGO, A.W. and AMER AL-RAWAS, 1999. An investigation into the traditional method of production of Omani Sarooj: Sultan Qaboos University Journal of Science and Technology, 4:35-43.
LEA, F.M., 1971. Chemistry of cement and concrete, Chemical Publishing, Inc., pp414-453.
OMANIAN STANDARD OS26, 1981. Methods of Testing Cement-Physical Tests-Determination of Fineness: Ministry of Commerce and Industry, Directorate General for Specifications and Measurements.
ROSSI, G. and FORCHIELLI, L.,1976. Porous structure and reactivity with lime of some natural Italian pozzolans: Cemento, 76(4): 215-221.