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MONO specimen attained the maximum strength at 1.75% drift ratio.
The optimal ratio (75%% fine sand, 25%% cement) was determined to obtain the maximum strength at a minimum curing time.
The results showed that the 0.25 wt% CNTs is the optimum weight fraction in terms of achieving maximum strength at a reasonable cost.
SP3-R specimen attained maximum strength at 2.2% drift ratio and first degradation in strength was observed at the second cycle of 3.5 drift ratio as shown in Fig. 16f.
It can be further observed from the figures that maximum strength at the optimum level of clay sand combination, clay-medium sand mixtures have shown to have maximum strength, followed by clay-fine sand and clay-coarse sand mixtures.
However, it can be inferred that the positive effects can outweigh the negative effects even above the eutectic temperature, thereby realizing the maximum strength at such relative high temperature levels.
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The maximum strengths at L = LL for various air contents are found at Na2SiO3/NaOH of 80 20 and heat duration of 72 h.
However the major drop of strength occurs as a result of yield of the 4th story beam, and the residual strength is larger than that of the model SD. Figure 15 depicts the maximum inter-story drifts of the model structures at the point of the maximum strength and at the maximum inter-story drift of 2.5% obtained from pushover analysis.
An increase in either the strength or modulus of the PLA mats both with and without MWNTs was observed; the maximum modulus and maximum strength occur at different treatment conditions.
The intensity was set on the basis of 10 repetition maximum strength tested at baseline [ 29].
a At maximum strength and b at maximum inter-story drift of 2.5%.
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