Analogous to the trend noted in the case of compressive strength, a decreasing trend in the splitting tensile strength was also observed as the percentage of Elec-waste aggregates increased.
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Sustainable development of concrete through treated and untreated plastic waste aggregates.
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Figure 11 b illustrates a robust linear decrease in splitting tensile strength with the proportion of E-waste aggregates, indicating a clear trend.
However, there exists an increasing trend of improvements in technology with each passing year.
Splitting tensile strength, like compressive strength, also exhibited a negative trend with the percentage of Elec-waste aggregates.