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In order to compare the durability of the concretes in each environment, a durability index was developed and the most durable concretes were introduced.
However, the NN model including four cycle slake durability index yielded slightly more precise results than that including two cycle slake durability index as input parameter.
The slake durability index test is designed to quantify durability of mainly weak rocks.
By calculating the durability index, the initial damage of samples is estimated from AE database.
We recommend sieving the retained material with the 6.3 mm mesh and using a modified the slake durability index equation to better reflect the disintegration of mudrocks during the slake durability index test.
Another parameter used as a descriptor of the degree of disintegration is the sieved slake durability index.
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The samples representing the retaining wall and filling materials had very high slake durability indexes, showing that they are very durable under the effect of water.
Of these, three elite mixtures were chosen based on the strength and durability indexes.
Emphasis was placed on assessing the role of slake durability indices and clay contents.
The experimental data were utilized to develop statistical relationship between the mixture design parameters and the strength and durability indices.
The data so developed were statistically analyzed to develop correlations between the compressive strength and the selected durability indices of concrete.
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