Exact(10)
The results show a direct relation between sand production and hole size while it is reversely correlated with sample strength.
Therefore, the sample strength is not sensitive to TB spacing.
Sample strength is actually determined by the strength of the two TBs surrounding the void.
Unfortunately, the bonds formed between cyanoacrylate and HDPE are mechanically weak with large sample to sample strength variation, causing the performance of the end product to suffer drastically [2, 3].
In either case, the desired quantity of interest is the sample strength X = S/ P.
In a conventional configuration, the maximum measureable sample strength is X max = S max/ P0 where S max is the output intensity at which detector saturation occurs.
Similar(50)
Hardness evolution of the HPT-process samples is classified: for εs < 92, the sample strengths of HT- (open circles) and RT-HPT (closed circles) increase with increasing εs; for 92 ≤ εs ≤ 125, a strength difference evolves; for εs = 125, a significant strength enhancement occurs in HT-HPT.
Besides the chemical analysis of the hydrated samples, strength tests have been carried out on mortars, applying different curing regimes.
Results show that AFM and nanoindentation are promising methods in investigation of asphalt materials' moisture damage because they can quantitatively determine the loss of asphalt samples' strength and also determine their damage types (adhesion or cohesion failure).
For twin-free Cu samples, strength is equivalent to the yielding stress of the material.
In either case, the highest sampled strength determined the confidence rating.
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