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Open image in new window Fig. 13 Flexural and splitting strength as a function of replacement.
Relative to RCC, higher splitting strength was measured at the interface of HIAC and RCC.
Results show that the splitting strength of LFASM increased with increasing lime and fly ash contents.
However, the rates of the increase in the splitting strength of LFASM gradually declined.
Failure is then assumed to occur when the tensile splitting strength of the concrete is exceeded.
Tests were carried out for: compressive strength, splitting strength and elastic modulus.
The effects of MTs on high temperature property, low temperature property and water stability property of asphalt mixtures were evaluated respectively through some indexes, such as dynamic stability, splitting strength at low temperature and freeze thaw splitting strength ratio.
Continuous and significant improvement in the tensile splitting strength of recycled aggregate concretes incorporating SF was observed.
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The ratio of tensile-splitting strength to compressive strength for the compound concrete was only about 78% of the ratio for FC.
The linear strength assumption can still be used to predict the compressive strength of compound concrete after freeze-thaw cycling, but it cannot be used to predict the tensile-splitting strength.
With an increasing number of freeze-thaw cycles, the tensile-splitting strength of the compound concrete decreases more rapidly than that of FC, but this trend is not very clear for the compressive strength.
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