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- W2046337589 abstract "Abstract Many factors are known to affect the strength and creep properties of laterized concrete prisms. Those considered in this report include: mix proportion, water/cement ratio, curing ages, grain size ranges, stress level, lateritic soils-river sand variation. Moulds of 50 × 50 × 250 mm high were used for making prism specimens. Four different mix proportions were selected while prism specimens were cast using four different water/cement ratios which were kept constant for each mix proportion. Prism specimen were also made using a constant water/cement ratio with different river sand lateritic soils proportions forming the fine aggregate component of the selected 1:2:4 mix proportion. The results have shown that increase in cement content and decrease in water/cement ratio of laterized concrete prisms bring about increase in the compressive strength obtained. The mix ratio of 1 part lateritic soils plus 1 1 2 parts river sand produced a slightly higher strength than the conventional concrete grade 20. There is also a corresponding increase in the creep of laterized concrete prisms due to different curing ages and different imposed loads. Both the mix proportion and the grain size ranges affect the creep of laterized concrete prisms differently. Unlike the creep of concrete which shows some definite recovery after unloading, laterized concrete prisms did not show any form of recovery, and there was drastic reduction in the compressive strength of the specimens after unloading." @default.
- W2046337589 created "2016-06-24" @default.
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- W2046337589 date "1985-01-01" @default.
- W2046337589 modified "2023-10-14" @default.
- W2046337589 title "Factors affecting the strength and creep properties of laterized concrete" @default.
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- W2046337589 doi "https://doi.org/10.1016/0360-1323(85)90008-3" @default.
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