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; b1, b2, a1 and a2 represent the mole number of Fe, V, C, N atom, respectively.
Ni represents action concentration of the fourteen structural units, and ni represent mole number of the fourteen structural units after equilibrium. ∑ ni represents the total mole number of the system.
The results also indicate that the concentration of VN increase with the increasing mole fraction of [V], and the number of nuclei will also increase when freezing, and the grain will be fine after frozen.
Vanadium in melt is disadvantage to denitrogention, but it can promote the formation of VN, and increase the number of nucleus and weaken the ageing strengthening. 3.

The maximum grain size of aggregate is 15 mm, The aggregate grading is between 5 and 15 mm.
Table 4 The mix proportion and application properties of crushed stone concretes Serial number mix proportion[kg/m3] Water-cement ratio Compressive strength[MPa] connective pore ratio[%] deposition paste area ratio[%] aggregate cement water S1 1575 150 52 0.35 5.7 29 0 S2 60 0.40 5.4 29 5 S3 68 0.45 5.2 26 50 S4 75 0.50 4.6 25 80 S5 200 70 0.35 9.2 25 5 S6 80 0.40 8.0 24 20 S7 90 0.45 6.8 23 60 S8 100 0.50 6.6 20 70 Table 5 The mix proportion and application properties of gravel concretes Serial number mix proportion[kg/m3] Water-cement ratio Compressive strength[MPa] connective pore ratio[%] deposition paste area ratio[%] aggregate cement water L1 1550 150 52 0.35 5.8 25 0 L 2 60 0.40 5.1 26 0 L 3 68 0.45 5.0 24 0 L 4 75 0.50 5.4 22 0 L 5 200 70 0.35 7.1 24 0 L 6 80 0.40 7.0 22 0 L 7 90 0.45 6.0 21 30 L 8 100 0.50 5.7 19 40 The strength of the concrete In table 4, most values of the compressive strength of the macroporous ecological concrete without sand are greater than 5 MPa after
Table 6 The mix proportion of concretes Serial number Aggregate diametre [mm] Water-cement ratio mix proportion[kg/m3] cement water gravel L1 5-15 0.40 150 60 1550 L2 0.40 200 80 Table 7 The later period strengths of concretes Serial number Compressive strength[MPa] Tensile splitting strength[MPa] 28 [d] 90 [d] 28 [d] 90 [d] L1 5.1 7.8 0.74 0.82 L2 7.0 11.0 0.84 1.01 Table 8 The erosion resistance property of concretes Serial number mix proportion[kg/m3] erosion resistance property [h/g·cm2] Wearing value[g/h·cm2] cement water gravel C1 150 60 1550 8.10 0.12 C2 200 80 1550 10.01 0.10 Figures in Table 7 show that the compressive strength and tensile splitting strength of the macroporous ecological concrete without sand follow a regular pattern.

Accuracy (%)= total number of classified correctlytotal number of testing data x 100% (1) Error (%)= total numbers classified uncorectly total number of testing data x 100% (2) Result and Discussions The simulation data come from laboratory experiment.
Total number of testing data is 23 consists good condition is 4 data, warning condition is 14 data and fault condition is 5 data.
Kulkarni, "Identification and classification of similar looking food grains," pp. 876008-876008, 2013

In the abrasion test A P1000 sandpaper with an average grain size range of 18±1 micron by FEPA standard was used.
Water contact angles of coating with varying percentage of Z-6137 silane and 12% w/v hydrophobic gel in resin binder after a number of abrasion passes.
Water contact angles of coating with varying percentage of TEOS and 12% w/v hydrophobic gel in resin binder after a number of abrasion passes.
Water contact angles of coating with varying percentage of TEOS and 20% w/v hydrophobic gel in resin binder after a number of abrasion passes.
However, the hydrophobic silica gel mixed with TEOS coating was had better adhesion to the substrate as observed by the greater number of abrasion passes that the coating can take before the WCA drops.

The carbon content was determined by counting the number of carbon atoms in small slices perpendicular to the axis of the selected volume ( where nc is the number of ions of carbon, and nt is the total number of ions collected).
The size of the slices is a compromise between maximizing the number of ion atoms and the spatial resolution.
Error bars represent the statistical scatter in the composition profiles due to the number of ions in each slice of the selected volume of analysis.
However, due to the fact that nanocrystalline materials contain a large volume fraction of nanograin boundaries, the thermodynamic properties, particularly the Gibbs free energy, cannot be accurately described by conventional thermodynamic models in which the fundamental functions were derived neglecting internal boundaries, which certainly applies for coarse-grained polycrystalline alloys [8].

To solve this problem, we can use the wave speed with fixed depth, because the same depth has a consistent stress state, especially for the ground conditions with same padding. 2 Testing results analysis method Data interpretation processing system of SASW mainly consists of four functional modules, each module includes a number of subroutines, each subroutine also includes a number of the next level subroutines.
Module 4: the results of geological interpretation and finalization of the underground medium. 3 SASW method judged land filling compaction quality standard Generally speaking, the soil hardness and bearing capacity can to be determined by the standard penetration number N63.5 and shear wave velocity Vs.
At the same time, the researching results show at home and abroad existing that, there is a close relationship between the shear wave velocity of foundation soil with Standard Penetration Number N63.5 , although different researchers have different formula, but basically similar.
By traditional standard penetration number to the reinforcement effect . 4 Project example A highway local road, the total length is 2634 meters.
References: [1] Jie Liu Application of Rayleigh Wave Survey for Soft Subgrade Treatment of the Aircraft Park in Zhuhai Exhibition Sold Engineering and Foundation, 2000 Vol.14 No.1 39-43 [2] Liyuan Tong, Chen Zhengzhou, Fang Lei etc Application of transient Rayleigh Wave Method for Engineering Inspection Hydrogeology And Engineering Geology 1999, 6, 52-56 [3] Kechao Huang, Zhang Yonghui Research on Compactness Method of Coarse Grained Soil Roadbed Examined by Rayleigh Wave Highway 2004 No.4 116-120 [4] Jinhua Wang Rayleigh Wave Testing Technique and It’s Application Sold Engineering and Foundation 2006 Vol.20 No.4 98-100

The seed layer number (SLN) of ZnO exerts moderate influence on the photo-to-electricity conversion and an optimum SLN was observed for this study.
However, this construction may lower electron transport through the particulate TiO2 film because a large grain boundary occur and then increase the recombination probability between the injected electrons and oxidized ions in the electrolyte [5, 6].
Fig. 6 exhibits the photocurrent-voltage (I-V) curves of the DSSCs based on photoanodes with various ZnO seed layer number (SLN) and Table 1 summarizes the photovoltaic parameters.
The ZnO seed layer number (SLN) affects significantly the photovoltaic efficiency.
Acknowledgements This work was financially supported by the National Science Council of Taiwan, the Republic of China, under Grant numbers of NSC 100-2221-E-168-037 and NSC 100-2632-E-168-001-MY3.

The use of a larger number of design variables allows to obtain optimized geometries with higher average shear strain.
In this way, the number of variables (control points) is reduced.
The use of different number of design variables will allow understanding the influence of the cubic splines interpolation in the obtained results; and (v) three optimization process using different initial parameters values are carried out for each number of design variables.
These results show that a larger number of design variables allows to obtain an optimal geometry with higher average shear strain.
In addition, when a larger number of cubic splines is used, the higher is the average shear strain achieved.

In order to satisfy statistical analyses, a large number of specimens were tested.
Effects of martensite-аustenite constituent (MA) and effective grain size on fracture toughness in the transition region was analyzed from the standpoint of cleavage crack initiation and propagation fracture toughness analysis in transition temperature region of API X70 pipeline steels. [1] Lower fracture toughness assessment in the transition temperature area, wherein fracture by cleaving is assumed, requires a known value of fracture stress, as well as the location of crack initiation [2].
The value of N from eq. (3), in fraction form, was rounded to the first higher number, before included in the eq. (5)

However, a large number of Ta-Nb oxide, are known to occur in such rocks as pegmatite and rare-metal granites.
SEM of rough mineral tantalum-niobium tailing mine From Fig. 1, inthe rough mineral tantalum-niobium tailing mine, it is obvious that the ore particle is belonging to coarse-grain with bigger particle diameter, the tailing mine contains albite, quartz and slice of lepidolite, and slice of lepidolite is completely free from albite and quartz, not embedded in bigger particles, meaning slice of lepidolite can be separated by next flotation process.