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A: Gen. 325 (2007) 1–14
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Table 1 Oxide composition of RHA used.
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Testing and Evaluation, ASTM, 31 (6) (2003) 479 - 485
Fly ash for soil improvement, Geotechnical special publication No. 36, ASCE, (1993) 1-14
Engrg., ASCE, 127 (1) (2001) 67 – 75

Scheme 1.
Fig. 1.
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Technol. 67 (2013) 473-479
Part 1, Trans.

Sani Kermani3, c 1 Ph.D.
Table 1.
Figure 1.
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XXVII, No. 1-2, 2005

Fig. 1 Proposed linkages between S-O modeling and SDGs.
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Report, US Army Corps Eng., pp. 1–143, 1997
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Wittkower: Rapid Thermal Processing using a Continuous Heat Source, 1 st Int.
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Fig. 1.
The D + D' peak at 2925cm-1 is due to the defect activated combination of phonons, and the 2D peak at 2658 cm-1 is the second order of the D peak.
Also, an intensive D-band at ~1336 cm-1 and a 2D- band at 2658 cm-1 while D+D’ at ~ 2925 cm-1 is visible.
Specimens ID Tc (ᵒC) Tm (ᵒC) ∆Hm J/g ∆T (ᵒC) Xc(%) PE PP PE PE PP PE PP PB PE 103±1 - 124±1 - 77 - 21 26 - - PEGO 107±1 - 123±1 - 68 - 16 23 - - PErGO 107±1 - 123±1 - 74 - 17 25 - - PEG 107±1 - 123±1 - 77 - 17 26 - - PP - 119±1 - 167±1 - 100 49 - 48 - PPGO - 119±1 - 166±1 - 76 47 - 37 - PPrGO - 121±1 - 165±1 - 78 44 - 38 - PPG - 123±1 - 163±1 - 80 40 - 39 - PB 109±1 115±1 123±1 166±1 15 46 - 5 22 27 PBGO 107±1 118±1 123±1 166±1 27 35 - 9 17 26 PBrGO 106±1 117±1 123±1 165±1 29 37 - 10 18 28 PBG n.d 115±1 121±1 165±1 22 40 - 8 19 27 PBC 106±1 114±1 122±1 164±1 23 33 - 4 23 27 PBCGO 108±1 117±1 123±1 166±1 28 36 - 10 17 27 PBCrGO 106±1 113±1 122±1 164±1 28 32 - 10 16 26 PBCG n.d 114±1 121±1 165±1 32 23 - 11 11 22 Thermal stability.
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Fig. 1.
С. 1-3
С. 1-5
С. 1-4
S. 1-11

The recorded coordinates are shown in Table 1 and the study area is shown in Fig. 1.
Table 1.
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Okeiyi, Use of quick and hydrated lime in stabilization of lateritic soil: comparative analysis of laboratory data, Int J Geo-Engineering., 8(1), (2017) 1-13. doi: 10.1186/s40703-017-0041-3
Duduyemi, Cement stabilized structural foundation lateritic soil with bone ash powder as additive, Arid Zo J Eng Technol Environ., 15(2), (2019) 479 - 487

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