Autogenous Shrinkage of High Strength Lightweight Aggregate Concrete

Ding Ding、Qingjun、Tian Tian、Yao-gang、。 Wang、Fazhou、Zhang、Feng

2005Acta Scientiarum Naturalium Universitatis SunyatseniEngineering被引 6

摘要

The characteristic of autogenous shrinkage ( AS ) and its effect on high strength lightweight aggregate concrete (HSLAC) were studied. The experimental results show that the main shrinkage of high strength concrete is AS and the amount of cement can affect the AS of HSLAC remarkably. At the early stage the AS of HSLAC is lower than that of high strength normal concrete, but it has a large growth at the later stage. The AS of high strength normal concrete becomes stable at 90d age, but HSLAC still has a high AS growth. It is found that adjusting the volume rate of lightweight aggregate, mixing with a proper dosage of fly ash and raising the water saturation degree of lightweight aggregate can markedly reduce the AS rate of HSLAC.

引用本文（GB/T 7714）

Ding Ding, Qingjun, Tian Tian, 等. Autogenous Shrinkage of High Strength Lightweight Aggregate Concrete[J]. Acta Scientiarum Naturalium Universitatis Sunyatseni, 2005.

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