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Statistical analysis All analysis of the data was performed using SPSS 16.0 software and EXCEL.
In addition, in the process of forestation, soil preparations activities led to a significant reduction of soil organic matter [15].

All testing was performed at room temperature (approximately 26 ºC) and all data are avereges from 3 measurements. 3.
As a whole, reverted austenite contributes more to improve of total elongation than reduction of strength.

It makes use of thermal energy to create an oxidation reduction reaction, the formula is below: 2Al+3CuO→Al2O3+3Cu The “exothermic welding” process is very short, but the heat generated is sufficient to enable the welding interconnection point to form permanent molecules.
As can be seen from the table 2, the galvanized steel has the maximal cross section, especially when considering side corrosion rate. 4.2 Relevant cost Following the latest data of Shanghai Futures Exchange and quoted price from suppliers, table 3 list grounding grid material cost in a 500kV substation.

All the data shows that the production status of the Tung oil trees is not optimistic in the TGRAC.
For reason of the production reduction of Tung oil trees and the great quality of Chinese Tung products, the Tung products market shows a trend of short supply.

Table 3 Statistics of the High Performance Concrete Working Performance in Ultra-High-Buildings Number Building Concrete Number Slumping degree Extended degree Slumping time 1 Burj Khalifa Tower C80 / Paving degree: 50cm / 2 Shanghai Global Financial Hub C40 220~240mm Over 500mm Over 2h 3 Sears Tower[5] C25 203mm / / 4 Shanghai Jinmao Mansion C40 230~250mm Over 550mm Over 2h 5 Hongkong International Financial Centrer C60 180~200mm / / Analyzing the above-mentioned data can conclude that general requirement of the slumping degree of the high pumping concrete should be over 200m and the extended degree should be over 500m. 3 Research and development of ultra-high-performance concrete and ultra-high-performance self-compacting concrete and its high performance pumping technology [8] 3.1 Project Introduction West Tower Project in Guangzhou is one of the six landmarks in Pearl River New Town, located in the southwest part of the core financial business area in Pearl River New Town
The admixture should use KJ-JS superplasticizer, whose concentration is 22% and the water reduction rate is greater than 30%.

Yang Xiao-min [4] found the reasons of the high energy consumption of the public buildings were the design of the air conditioning system, operations management and so on, base on the measured data and operational records of the air-conditioning system and other construction equipments.
Based on the suitable building energy-saving insulation systems, this paper tries to figure out a better energy saving design scheme, so as to maximize the reduction of operating energy consumption and realize the minimum operating energy consumption of the public building.

The quantitative metallographic data for volume fraction and mean linear intercept grain sizes of microalloyed steels was summarized in Table 2.
According to these results, Speeding up cooling after finish rolling could increase the yield strength （YS）, ultimate tensile strength (UTS), at the expense of some reduction in elongation and contraction of area.

The specific loading pattern can be seen in the standard JTG D60-2004[12]: loading grade was highway I, 3 lanes along transverse direction, uniform load was 10.5kN/m, concentrated load was 360kN, transverse reduction coefficient was 0.78.
Because Huangpu bridge was a new bridge, the relative data was deficient.

Based on the obtained results of examinations, which were conducted with constant relative volume factor we can conclude that a tendency of obtained seal burst pressure drop in result of increasing operational gap height and reduction of number of sealing stage, has been observed.
[11] MRF-122EG, Magneto-Rheological Fluid, Lord Technical Data (USA)

The nucleation frequency of the phase transformation can be described as follows, )exp() exp() ( hom Pr0 TR Q C Tk G NNNN g m B Active imary −⋅⋅ ⋅ Δ −⋅−⋅= ∗ • θ (2) where, Nprimary is the number density of the Al6(Mn,Fe) constituent particles; NActive is the number density of the Al6(Mn,Fe) particles, on which α-Al(Mn,Fe)Si precipitate has nucleated; and QθC m are nucleation law parameters; =7.3E-2 and Q θC m =125000J/mol; N0 is a tuning parameter; is the critical nucleation energy for homogeneous nucleation of dispersoids and given by ∗ Δ homG 2 3 hom )/(3 16 mm VG G Δ =Δ ∗ πγ (3) where, γ is the surface energy of the precipitate-matrix interface, mGΔ is the energy reduction for the precipitation of one mole precipitate, and Vm is the mole volume of precipitate.
More details of the experimental procedure and experimental data can be found elsewhere [4,5,10,11].