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In the case of type B specimens, the value of P yield,S&T corresponds to the yielding of the tie between the nodes 5 and 8 and its symmetrical counterpart (the tie between the nodes 10 and 14), see Fig. 3b.
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The I B for sand is nearly 0.78 but for 10, 20 and 30% silt content specimens the values were below 0.5.
Fig. 22 Critical angles of the specimens: The values obtained with strain approach were higher compared to those obtained with FKM approach.
In artificially demineralized specimens, the values of the demineralized fields were subtracted from those obtained for the particular effect fields (E1 and E2 in Figure 3).
From Fig. 7 it can be observed that for STC specimen the value of CTODc depends on distributed-load width and the value of CTODc shows maximum deviation for STC specimen having β = 0 from those obtained for TPBT for a given specimen size.
In case of a cube-split tension test specimen the value of the length/characteristic dimension (l/D) ratio is taken to be 1 for which Ince (2012) derived the four term universal weight function using boundary element method and finite element method.
In the same specimen, the value of 3-glyceraldehyde-phosphate dehydrogenase (GAPDH) was also detected to calibrate the concentration of each target protein.
It is found that within the elastic range of the steel specimen, the average value, RMS value, counts value, peak value, and peak width ratio value decrease with increasing temperature.
In the current seismic design code for dam, for the engineering without carrying out the flexural tests on full graded concrete specimens, the standard value for wet-sieved concrete should be taken as 10% of the cubic compressive strength.
Among FZ250 specimens, the SBS value for BFC was significantly higher than all other underlying materials (P < 0.05), whereas no other significant differences were found (P > 0.05).
The fracture morphology is influenced by the type of specimen and the value of the molding thickness.
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