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Greater the value of yield, productivity, and the NDWRI higher is the suitability of the site for subsurface water banking.
Hence, the bubble diameter range of stable suspension can be calculated based on the value of yield stress, shown as Eq. (6).
Both ACI and AASHTO limits have been written and interpreted to not exclude the use of higher strength grades of steel, but only to limit the value of yield strength that may be used in design, thus, reducing the efficiency of using these materials.
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The values of yield were compiled on Table 1.
As the permitted stress, the values of yield strengths at 300 °C were used.
The results show that by increasing the values of yield stress, the fluid elongation is reduced significantly.
The values of yield strength and ultimate tensile strength of the materials were estimated with the help of hardness values based on the empirical correlations available in literature.
This limitation occurred even at low hmax/l ratios and especially for the estimation of the values of yield strength and strain hardening exponent.
Further increases in 2C4NP concentration led to significant decrease in the values of yield coefficient, apparently due to the inhibitory effect of 2C4NP against strain CNP-8.
The values of yield stress and strain at yield present a dramatic increase at higher strain rates and decrease with the increase in temperature.
The values of yield stress were similar for the examined specimens, in the range of 27.0 27.4 MPa.
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