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Fine-grained soil is frozen, the water into ice (9% volume expansion),cause soil expansion, which is called frost heave phenomenon [1].Frost heaving mechanism is: when the temperature drops below 0 ℃,free water frozen into ice crystals first, and the outermost layer of weakly bound water began to freeze, causing ice crystals gradually expand, the combination of water film of ice crystals surrounding soil particles thinning.
(6) Every year, the subgrade frost damage concentrated in the period by the end of December to February, especially in early January frost damage occurs most concentrated account for 58% of the total number of frost damage whole year, below the frost heave height 10mm.

It means there are very limited numbers of those designed to run off of batteries.
Estrin: Fine-grained network time synchronization using reference broadcasts, Proc. of the Fifth Symp. on Operating Systems Design and Implementation (OSDI 2002), Boston, MA, USA (2002).

But at the early age, especially the 1d, due to the "pearl effect" and the "grain effect" of fly ash and slag powder, the Fig. 1 Schematic description of the chemical shrinkage testing apparatus 0 10 20 30 40 50 60 -12 -10 -8 -6 -4 -2 0 Chemical shrinkage (%) Curing age (d) 2 5 8 10 Fig. 2 the chemical shrinkage of several blending blending showed better dispersion and less different chemical shrinkage.
Acknowledgment The research reported was supported by fund from the National Natural Science Foundation of China (Serial Number: 50539010).

With the growing number of tourists, the biggest landscape lake--The Center Lake, has shown worse and worse water quality.
The other is that the microorganism living on the surface of ceramic can cut some colloidal matter by their biological flocculation function then reduced the Zeta degree and be propitious to agglomeration of colloid grain in water [15]. 1 2 3 4 5 6 7 0.00 0.05 0.10 0.15 0.20 0.25 0.30 0.35 0.40 0.45 0.50 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100Removal rate/% TDP/(mg/L) Time/d Influent Effluent removal 1 2 3 4 5 6 7 8 9 10 0 10 20 30 40 50 60 70 80 90 100 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100Removal rate/% Turbidity/NTU Time/d Influent Effluent removal Fig. 9 the effect of TDP removal Fig. 10 the effect of Turbidity removal Conclusion By twelve months' test, the following results are concluded: Firstly, the purification effect of elastic padding in treating seriously polluted water is quite

Grain boundaries present in polycrystalline films are thought to be paths for leakage current as well as sites for defect proliferation during high-temperature processing [4].
At lower temperatures, the film remains amorphous for a larger number of ALD cycles compared to at higher temperatures.

They were annealed at 8500 C and 8000C, respectively, for one hour and subsequent furnace cooled to produce a coarse grained structure.
Evaluation of the coefficients of models: The general model is given as Y = b0 + b1 D + b2 M + b3 A + b4 DM + b5 DA +b6 MA+ b7 DMA Where b0 is the average of response (h) and b1,b2 ... b7 are calculated using the following equation b = Σ( Xi x Yi ) / N where i varies from 1 to N in which Xi is the corresponding coded value of the process parameters, Yi is the corresponding response output variable value obtained from experiment and N is the total number of treatment combinations considered (main and interaction effects-in this case it is 8).

RE-oxide and RE-oxynitride glasses (RE = rare-earth (lanthanide) element) with different nitrogen contents are of considerable interest because such oxynitride glasses occur as grain boundary phases in Si3N4 ceramics and they seriously affect their mechanical properties, especially at elevated temperatures.
A number of earlier studies [1-6] indicates that the properties of the oxynitride glasses can be modified by nitrogen content and/or by a substitution of RE-modifiers with different ionic radii.

Table 1 Middle Heat-Treatment Method number Heat-treatment Temperature/℃ keep heating Time/min cooling method 1 380 30, 60, 120, 180 water quenching 2 400 30, 60, 120, 180 water quenching 3 430 30, 60, 120, 180 water quenching 4 460 30, 60, 120, 180 water quenching 5 490 30, 60, 120, 180 water quenching Results and Discussion Influence on superelasticity of experimental wires by different aging treatment The tensile tests were taken after the experimental wires were holding 30min, 60min, 120min and 180min respectively at 380℃.
Futhermore, it can be seen that the superelasticity will be destoryed for too long sintering time because of the growth of the Ti3Ni4 grains and the decline of the density of the dislocation.

As there were no fly ash, volcanic ash or other admixtures at the local area of the project, one replacement method that applying the fine-grained limestone powder and the water quenched iron slag (abbreviate to double admixtures) instead of fly ash as concrete admixtures has been proposed [2,3,4] .
There are 20 in situ shear strength test specimens, in which10 specimens were used separately in hot rise and cold rise layer that are numbered A1-A10, B1-B10.

In order to estimate the scattering of the residual stress after each process step, a large number of residual stress measurements of commercially manufactured carbide indexable inserts, PVD-coated with (Ti,Al)N, has been performed.
Etching removes the cobalt binding material, leading to a release of the WC grains, which causes a decrease of compressive stress.