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The average number of valence electrons by atom (e/a) is parameter used characterize these alloys.
It is known that there is a linear correlation between the average number of valence electrons per atom and the martensite start temperature [13].
This is a sign of the fast crystallization and growth kinetics of the alloy, and suggests that heat removal during rapid solidification process induces directional grain growth of the formed crystalline phase.

Although the existing techniques for theoretical and numerical modeling of material micro-structures [1-7] are successful in simulating the formation and structures of grains on fine length scales, in most cases, comparisons between model predictions and experiments could only be made statistically.
However, given the generic nature of the approach and virtually unlimited possibilities in material microstructures due to an endless range of material compositions under a diverse range of formation processes, a large number of experiments will be needed.
It can be expressed mathematically as ( ) ( ) Ni λλλλ v v M v L M i i M i i ,,2,1 ,,, ; 1 ,,1,0 ;10 21 0 , 0 , , L L L =          = = = =≤≤ ∑ ∑ = = α αα α α α λµ λµ α (1) where α denotes the compositions; i is the position index of a voxel, iv ,α is the volume-fraction of the α'th composition at location i ; for an x-ray wavelength or particle energy λ, ( )λµi is the total linear-absorption coefficient of the i 'th voxel and ( )λµα is the total linear-absorption coefficient for the α'th composition; and N is the total number of voxels.

Average grain size were measured 220 µm and 360 µm for grinded hazelnut and peanut shells, respectively.
TS of peanut composites was found to increase until the 3rd reprocessing step while TS of hazelnut composite increased in a linear fusion with increasing number of reprocessing.
However IS of composites was found to increase with increasing number of reprocessing probably because of improvement of the dispersion of fillers.

The rotating molding pressure is 600 kpa and the rotation number for Ninitial=9, Ndesign=125 and Nmaximum=205.
Table 3 Water stable performance test results of Marshall (Marshall Specimen molding temperatur155℃) Asphalt-aggregate ratio (%) Stability(kN) (60℃,30min) Residual stability (%) Splitting strength (25℃, MPa) Freeze-thaw split intensity ratio (%) 4.1 12.1 89.3 0.97 88.7 Technical requirements >8.0 >80 / >80 Table 4 Rutting test results Number 45min displacement 60min displacement Dynamic stability (time/ mm) AVG Technical requirements 1 2.381 2.778 1588 1547 >1000 2 1.672 2.163 1284 3 2.730 3.086 1768 Test road construction Temperature control.
Rotate the compaction method design of coarse grain type of proportion of flexible base asphalt sTable research [J].

The structure of the activity is given such as: The activity may contain a number of input/output port, constraints and properties.
Analysising the detailed data processin in the AGWL, it provides technical to master AGWL of more fine-grained and to improve AGWL.
CoreGRID Technical Report Number TR-0000[C], Institute on Grid Information and Monitoring Services CoreGRID-Network of Excellence. 2006

It is similar to the skin of the unit, covering the surface of the entity, which will not increase the number of nodes (except for isolated nodes), only increase the number of units.
So that the grain growth will be different, this is in line with experimental results.

The morphology suggests that Fe promotes grain refinement, that is, the particle size decrease with an increase of Fe content especially x≥0.4.
a b c d Fig. 3 FESEM images of 0.3Li2MnO3·0.7LiMnxNixFe(1-2x)/2O2(a)x=0.5, (b)x=0.45,(c)x=0.4,(d)x=0.35 Electrochemical properties a b Fig. 4 Discharge and charge capacity vs. cycle number of 0.3Li2MnO3·0.7LiMnxNixFe(1-2x)/2O2 (a)x=0.5,(b)x=0.4.
Moreover, discharge and charge capacity decrease rapidly with the increase of cycle number.

One nickel body diamond tool, with grain size of 126 μm, diameter of 24 mm, and wall thickness of 1 mm was selected (with a diamond concentration of 100%).
Acknowledgment This research was partially financially supported by the NSAF (Grant number: U1230110) and the National Science and Technology Major Project (Grant number: 2012ZX04010-061).

The limestone granulometry has been modified so that the sample contains grains of 20 to 40 μm in size.
Acknowledgements This work was financially supported by project number: 15-08755S “Study of effects of samples preparation on inorganic binders’ final properties”, project number FAST-J-17-4604 “Monitoring the properties of the limestone during thermal loading by DKTA, DSC and XRD-HT methods” and project No.

Other test material were: Deng Ta PO 32.5R ordinary portland cement, medium sand, gravel with the grain size of 30 mm.
All the test piece and their numbering, also the reinforcement measure were listed in Table 2.
Table 2 Listing of test piece strength grade test piece numbering axial compression ratio reinforcement measure C20 1N1 — — 1N2 — — 1B-3 0.3 One layer BFRP 1B-4 0.4 One layer BFRP 1B-5 0.5 One layer BFRP C25 2N1 — — 2N2 — — 2B-3 0.3 One layer BFRP 2B-4 0.4 One layer BFRP 2B-5 0.5 One layer BFRP Test Result and Analysis Failure Phenomenon of Test Piece.Test results showed that: the tensile failure of FRP cloth caused the destruction of the specimen.