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Fig. 1.
(1) Fig. 2.
References [1] P.
Microbiol. 70 (2020) 1
The Journal of Supercritical Fluids. 133 (2018) 479-485

Fig. 1.
Small peaks observed for PANI with h k l values at (1 2 1) (1 1 5) (0 0 6) (4 2 1) found increased for PANI\20wt% MnO2 composite materials.
Transmittance peaks at 1570 cm-1, 1500 cm-1,1397 cm-1, 1302 cm-1, 1142 cm-1, 816 cm-1 confirms the existence of PANI vibrational mode.
Table 1.
[16] S.L Suib, Porous Manganese Oxide Octahedral Molecular Sieves and Octahedral Layered Materials, Accounts of the Chemical Research. 41 (2008) 479-487

It was described in Fig. 1. 2.5.2.
Table 1.
Design matrix and Experimental Results Spray Condition Coded values Original value Porosity, vol.% Deposition Efficiency, (%) P S F P (kW) S (cm) F (gpm) 1 -1 -1 -1 19.4 10.6 20 12 10 2 1 -1 -1 23.6 10.6 20 7 17 3 -1 1 -1 19.4 12.4 20 14 9 4 1 1 -1 23.6 12.4 20 6 15 5 -1 -1 1 19.4 10.6 30 10 5 6 1 -1 1 23.6 10.6 30 9 7 7 -1 1 1 19.4 12.4 30 18 6 8 1 1 1 23.6 12.4 30 13 8 9 -1.682 0 0 18 11.5 25 14 6 10 1.682 0 0 25 11.5 25 5 18 11 0 -1.682 0 21.5 10 25 9 11 12 0 1.682 0 21.5 13 25 15 7 13 0 0 -1.682 21.5 11.5 15 8 17 14 0 0 1.682 21.5 11.5 35 12 9 15 0 0 0 21.5 11.5 25 5 21 16 0 0 0 21.5 11.5 25 6 23 17 0 0 0 21.5 11.5 25 5 23 18 0 0 0 21.5 11.5 25 6 21 19 0 0 0 21.5 11.5 25 5 23 20 0 0 0 21.5 11.5 25 5 23 Table 3.
References [1] G.L.
:Mater.Int. 22 (2012) 468-479

Fig. 1.
Bands at 2330 cm–1 and 2360 cm–1 also appear on the spectra, which can characterize the oscillations of Р–Н bonds.
Peaks at 620, 670, 790 cm–1 also appear for all samples with phenol.
Fire resistance of reinforced concrete and steel structures, 1–166
Emen, The Use of Sol-Gel Method for Obtaining Fire-Resistant Elastic Coatings on Cotton Fabrics, Materials Science Forum. 1038 (2021) 468–479

The Decree 479 of March 20, 1992 obliges to keep the power factor as close to unity as possible (1.00), for both utilities and consumers.
The residue class E in mill 1 resulted in values close to 1.00 of the power factor.
References [1] R.
JOURNAL OF THE BRAZILIAN CHEMICAL SOCIETY. 00 (2017) 1-8
Revista Científica Eletrônica de Engenharia Florestal. 8 (2006) 1-9

Methods of Increasing Loadability for the Plastic Cycloidal Gears Krzysztof Biernacki 1,a 1 Ul.
Fig. 1.
Material Young's modulus E [MPa] Yield point Re [MPa] 1.
References [1] S.
The Journal of Strain Analysis for Engineering Design, October 2010, vo.45, Issue 7, pages 465-479

Fig. 1.
Yield stress, according to the supplier, is 58 MPa, measured according to DIN ISO 527-1 [8].
A side peak induced by oxidative degradation can be observed at the 1750 cm-1 wavenumber range.
[21] Peter Larkin, Chapter 1 - Introduction: Infrared and Raman Spectroscopy, Infrared and Raman Spectroscopy, Peter Larkin, Ed., Oxford: Elsevier, 2011, pp. 1–5.doi: https://doi.org/10.1016/B978-0-12-386984-5.10001-1
[24] Peng He, Xiaoyang Zhao, Ling Wang, and Zhen Xu, Thermal degradation of syndiotactic polypropylene and the influence of stereoregularity on the thermal degradation behaviour by in situ FTIR spectroscopy, Polymer Degradation and Stability, vol. 88, no. 3, pp. 473–479, 2005, doi: https://doi.org/10.1016/j.polymdegradstab.2004.12.008

Figure 1.
Table 1.
Kinetic parameters for the reactions Reaction ko (kmol kg-1 s-1) E (kJ kmol-1) Esterification 61084 56670 Hydrolysis 98420 67660 Source: Steinigeweg and Gmehling [3] (1) Given in Equation 1 is the equilibrium reaction occurring in the column, and which was modelled as two kinetic types.
References [1] J.
Hapoglu, Adaptive Neuro-Fuzzy Inference Systems (ANFIS) modeling of reactive distillation process, ARPN Journal of Engineering and Applied Sciences, 8 (2013) 473-479

Finally sliding surface controlled by Joint 1 and Joint 2 is formed at slope surface.
In order to accurately assess the slope stability, and provide necessary theoretical basis as well as mechanical parameters for the reinforcement scheme, precise strength parameters of Joint 1 are shown in Table 1.
The bolts are plum-shaped layout with an interval of 1.5m.
After the cut of slope, its ratio becomes between 1:0.3 to 1:0.5, and there are many different sizes of potential inbreak rock , which will cause great risk to the operation of highway.
Chinese Journal of Geotechnical Engineering. 24(2002) 479–482

Table 1.
References [1] Daniel Castro-Lacouture, Jorge A.
Applied Thermal Engineering 23(2003) 473-479
Solar, (2005), 1-10
[29] Design builder (student version.1.8.1.001, 30 days trial v3.4.0.041): Available online at: http://www.designbuilder .co.uk / [Accessed January 2014].