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Fig. 1. represents powder x-ray diffractograms for all materials.
The evaluated structure parameters are listed in Table 1.
References [1] J.
Alloys Compd., vol. 490, no. 1–2, pp. 472–479, 2010, doi: 10.1016/j.jallcom.2009.10.048
Technol., vol. 1, pp. 26–35, 2014, doi: 10.1016/j.susmat.2014.11.002

Improving the accuracy and precision 3.1.1.
Application of luminescence to planetary sciences 5.1 Meteorite 5.1.1 Terrestrial age 5.1.2 Cosmic ray exposure age 5.1.3 Thermal metamorphism history 5.1.4 Meteoroid orbit 5.2 Mars References 1.
Improving the accuracy and precision 3.1.1.
Quaternary Geochronology 6 (2011) 468-479
Radiation Measurements 32 (2000) 479-485

Fig. 1 A transverse section of a cubic nanowire consisting of mixed spins: S=1 (Blue circles) and σ=2 (Brown circles).
In the following, KB=1 for simplicity. 3.
References [1] B.
Dev. 52 (2008) 465–479. https://doi.org/10.1147/rd.524.0465
Badarneh, Compensation and critical behavior of Ising mixed spin (1-1/2-1) three layers system of cubic structure, Phys.

Literatures Corrected ky parameters using Eq. (3) and Eq. (24) Samples H-P predictions (∆σHP) Predicted yield stresses (∆σHP + ∆σOA) Difference between measured LYS and (∆σHP + ∆σOA) Morrison [18] 20.7 20.5 21.0 20.3 21.0 20.7 21.0 20.7 S1-1 S2-1 S1-2 S2-2 S1-4 S2-4 S1-8 S2-8 639 569 640 513 573 508 558 479 670 598 664 538 601 538 591 514 31 -6 23 42 50 23 35 30 Gurland & Anand [2, 17] 22.4 / 20.1 22.2 / 19.9 22.7 / 20.4 22.0 / 19.8 22.8 / 20.4 22.4 / 20.1 22.7 / 20.4 22.5 / 20.2 S1-1 S2-1 S1-2 S2-2 S1-4 S2-4 S1-8 S2-8 691 / 614 614 / 545 690 / 614 555 / 493 620 / 549 548 / 486 602 / 535 519 / 460 722 / 645 643 / 574 714 / 638 579 / 518 648 / 577 578 / 516 635 / 568 554 / 495 -21 / 56 -51 / 18 -27 / 49 1 / 62 2 / 73 -17 / 45 -9 / 58 -10 / 49 Pickering [19, 20]; Iza- Mendia & Gutiérrez [22] 19.9 19.7 20.1 19.5 20.2 19.9 20.1 19.9 S1-1 S2-1 S1-2 S2-2 S1-4 S2-4 S1-8 S2-8 647 579
References [1] L.
Sci. 24(1) (1989) 281-287
A 441 (2006) 1-17
Trans. 1 (1970) 1161-1167

Fig. 1.
The ranges of the process parameters are shown in Table 1 Table 1.
Central Composite Rotatable Design and Experimental Values Specimen No Process Variables (Welding Parameters) Observed value of α (degrees) Predicted value of α (degrees) % error Welding current, I Welding speed, V Plate length, L Welding gun angle, θ Shielding gas flow rate, Q 01 -1 -1 -1 -1 1 3.55 3.494 1.602748 02 1 -1 -1 -1 -1 8.85 8.86 -0.11287 03 -1 1 -1 -1 -1 3.35 3.266 2.571953 04 1 1 -1 -1 1 3.22 3.028 6.340819 05 -1 -1 1 -1 -1 7.88 7.96 -1.00503 06 1 -1 1 -1 1 5.83 5.954 -2.08263 07 -1 1 1 -1 1 3.51 3.392 3.478774 08 1 1 1 -1 -1 5.68 5.774 -1.62799 09 -1 -1 -1 1 -1 5.88 6.042 -2.68123 10 1 -1 -1 1 1 4.55 4.48 1.5625 11 -1 1 -1 1 1 5.32 5.282 0.719424 12 1 1 -1 1 -1 7.32 7.22 1.385042 13 -1 -1 1 1 1 6.15 6.188 -0.61409 14 1 -1 1 1 -1 6.32 6.446 -1.9547 15 -1 1 1 1 -1 4.97 4.976 -0.12058 16 1 1 1 1 1 9.92 9.846 0.751574 17 -2 0 0 0 0 6.38 6.379 0.015676 18 2 0 0 0 0 9.1 9.131 -0.3395 19 0 -2 0 0 0 5.51 5.297 4.021144 20 0 2 0 0 0 3.39 3.637 -6.79131 21 0 0 -2 0 0 5.08 5.255
The results led to the following conclusions. 1.
Process. 813 (2015) 474 – 479

Minor peaks at 2450 cm-1, 2950 cm-1 and 3242 cm-1 made up the second order region.
References [1].
Rep. 4 (2014) 1-11
Sci. 464 (2019) 479-487
Rep. 70 (2010) 1-28

Table 1.
Figure 1.
References [1] G.B.
Ågren: Materials Science Forum, Vol. 475-479 (2005), p. 3339-3346
Hald: Energy Materials, 1 (2006), p. 106-115

(Hamad & Dawi, 2017) (Güneyisi et al., 2012; Megat Johari et al., 2011) [1,2, 3].
Coarse aggregates used in this study were evaluated by the standard procedures of IS 2386 Part 1.
Table 1: Physical Property of Ordinary Portland Cement S.No Physical properties Results obtained 1 Specific gravity 3.11 2 Standard consistency (%) 31.3 3 Initial Setting time (min) 56 4 Final Setting time (min) 247 Fig. 1: Metakaolin Fig. 2: Silica Fume Table 2: Typical Properties of Normal and Coarse Granite Aggregates S.No Properties Normal Aggregates Granite Aggregates 1.
References [1] Mazloom, M., Ramezanianpour, A.
Construction and Building Materials, 30, 470–479. https://doi.org/10.1016/j.conbuildmat.2011.12.050 [4] Güneyisi, E., Gesoǧlu, M., Karaoǧlu, S., & Mermerdaş, K. (2012).

Table 1.
References [1] A.
Soc., 68 (1985) 479-482
Ott, ibid., 63 (1926) 1
Microsc., 144 (1978) 1-18

Eq. (1) shows that the drain conductance can be close to its maximum value (2q2/h) Tsc only if (ηvs − µs) ≫ 1 and if (η(0)cd − µs) ≪ 1.
On the other hand, the subthreshold swing SS can be expressed as SS = ln(10) kBT q   ln (T−1 sc ) ηcs − ηcc + f(ηcc − µs) − f(ηcc − µd) ln (1 + exp(µs − ηcc) 1 + exp(µs − ηvs) 1 + exp(µd − ηvs) 1 + exp(µd − ηcc))   −1 (2) Eq. (2) shows that, if the factor in braces is substantially higher than 1, the subthreshold swing SS can be smaller than 60 mV/dec.
(ηvs −µs) ≫ 1 and ηcc is close to ηvs, the second term in braces tends to 1 and SS can be at most 60 mV/dec.
References [1] K.
Riel, "Tunnel field-effect transistors as energy-efficient electronic switches", Nature, 479, (2011) pp. 329-337