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Table 1.
Fig.1 31P MAS NMR spectra of the glass series (C) xLi2O-(50-x)PbO-20B2O3-30P2O5.
Raman spectrum of the lead glass 50PbO20B2O3-30P2O5 shows a broad high-frequency band with the maximum at 1011 cm-1 the position of which is characteristic for the presence of Q 1 units.
In the middle-frequency region there are several small bands showing with increasing Li2O content a steady increase in the relative strength of two bands at 634-655 cm-1 and 736 cm-1.
References [1] P.

The characteristic bands for PO43- appeared at 604cm-1, 561cm-1, 1111cm-1, 1030cm-1.
Bonds at 870cm-1, 1455cm-1 and 1420cm-1 correspond to CO32- demonstrating that the material contained traces of carbonate which similar to composition of natural bone apatite.
The bands at 804 cm-1 and 478 cm-1 assigned to stretch vibration of Si-O bond.
Peaks at 474cm-1, 812cm-1, 1111cm-1 and 3431cm-1 increase in intensity because similarities in vibration between SiO4- and PO3- [11].
Int J Appl Ceram Technol, 2012, 9(3): 479-485

Experiment also found that when the CV<1 hydroxyl free radical production is higher,when CV>1 hydroxyl free radical production with the increase of the cavitation number range is very slow.
According to the literature[8] CV is around 1.0,cavitation effect is best.But in general,if you want to get the best cavitation effect,control flow conditions and geometry size are needed to keep CV<1.
References [1] Gogate P R,Pandit A B.
Divisions of Chemical Engineering, 2001,17(1):1-85
[7] Chen Lijun,Wu Chunde,Zhang Jiexin.Hydraulic cavitation applications in water treatment research progress [J].Ecological science,2006,25(5):476-479.

Results and analysis Surface Morphology (a) (b) (c) (d) Fig. 1: AFM images of copper-coated polyester fibers (a)untreated;(b) plasma treated for 3min;(c) plasma treated for 6min;(d)plasma treated for 9min The AFM images of 5.0×5.0μm2 in Fig.1 reveal the surface structures of the copper-coated polyester fibers before and after O2-plasma treatment,as presented in Fig.1.
Fig. 1(c) and Table 1 show some larger and compacter clusters are formed on the fiber surface after plasma treatment for 6min.
It is attributed to roughening of the fiber surface by plasma treatment [10], as shown in Table 1.
References [1] Ren Y, Wang C, Qiu Y.
Growth. 274, 474–479 (2005)

Scheme 1.
The solid would precipitate from solution concentrated to 1/3 of original volume.
References [1] Fowden, L.
Prod. 2004, 67, 479; d) Codon, M.
Aquatic Botany 2006, 85, 1

Influence of occurrence environment on mechanical properties of shale Huimei Zhang 1, a, Jiafan Zhang 1,b, Lina Lei 1,c 1 Department of Mechanics, Xi¢an University of Science and Technology, Xi¢an, Shaanxi 710054, China azhanghuimei68@163.com, bzhangjiafan_339@163.com, c420712264@qq.com Keywords: rock; occurrence environment; deterioration; mechanical characteristics Abstract.
References [1] SHEN Zhu-jiang.
Rock and Soil Mechanics, 2002，23(1) ：124- 128
Key Engineering Materials，2006，306-308: 1 479–1 484
Rock and Soil Mechanics，2011，32(Supp.1)：155–159

Analysis on coupling of temperature field and stress field for tunnel surrounding rock in cold region Huimei Zhang 1,a, Yuan Liang 1,b, Chuangao Chen1,c and Haibo Cao 1,d 1Department of Mechanics, Xi¢an University of Science and Technology, Xi¢an, Shaanxi 710054, China azhanghuimei68@163.com, blyevat@163.com, c309014445@163.com, dcaohaibo501@163.com Keywords: Rock, Coupling, Theoretical model, Numerical calculation Abstract.
The physical and mechanical parameters of surrounding rock are shown in Table 1.
Table 1 The physical and mechanical parameters of surrounding rock physical E quantity Mpa kg/m3 /J.m-3.℃-1 /J.m-3.℃-1 /W.m-1.
OC-1 /W.m-1.
Key Engineering Materials,2006,306-308:1 479–1 484

Intense increment of values at short duration is observed at stage 1.
Fig. 1.
References [1] J.
-H.Yang, Ultra high performance cement-based composites incorporating low dosage of plasma synthesized carbon nanotubes // Materials & Design. 108 (2016) 479-487. doi: 10.1016/j.matdes.2016.07.016
Stroitel'stvo. 1 (2004) 20-23.

Tab.1 Concrete mix proportion Serial number water- cement ratio Sand rate Consumption of each material [kg/m3] cement Tap water fine aggregate natural coarse aggregate recycled coarse aggregate C-1 0.43 32 455 195 504 1122 0 C-2 0.43 32 455 195 504 1122 0 C-3 0.43 32 455 195 504 1122 0 RC-1 0.43 32 455 195 504 561 561 RC-2 0.43 32 455 195 504 561 561 RC-3 0.43 32 455 195 504 561 561 RC-4 0.43 32 455 195 504 0 1122 RC-5 0.43 32 455 195 504 0 1122 RC-6 0.43 32 455 195 504 0 1122 C-1 to C-3；ordinary concrete RC-1 to RC-3；recycled concrete,50% recycled coarse aggregate RC-4 to RC-6；recycled concrete,100% recycled coarse aggregate test and analysis of measured data The failure process of test block.
All-gravel concrete stress - strain curves -4000 -3500 -3000 -2500 -2000 -1500 -1000 -500 0 500 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 Stress Strain C-1 Strain C-2 Strain C-3 Strain Stress Semi-gravel concrete test blocks stress - strain curves -4000 -3500 -3000 -2500 -2000 -1500 -1000 -500 0 500 1 3 5 7 9 11 13 15 17 19 Stress Stress Stress RC-4 Strain RC-5 Strain RC-6 Strain Fig. 3.1 Gravel concrete stress strain curve Fig. 3.2 Gravel concrete stress strain curve `Test block full of pebbles stress - strain curves -4500 -4000 -3500 -3000 -2500 -2000 -1500 -1000 -500 0 500 1 3 5 7 9 11 13 15 17 19 21 Stress Strain Stress RC-1 Strain RC-2 Strain RC-3 Strain Fig. 3.3 Pebble concrete stress strain curve During the experiment , the stress strain curve of each test block were similar to each other, the stress strain curve of all of pebble
References [1]Shun.yuedong,Zhou.deyuan.
Shanxi Architecture,2008,(12):1-2.
[5]Hogenestad E Concrete Stress Distribution in Untimate Strength Design[J].ACI,Dec 1955.455~479 [6]Jiang.jianjing, Li.jie, Jin.weiliang Higher concrete structure theory [M].

MATERIALS AND METHODS 1 μm (B) (A) Electrospinning of PVAG nanofibers.
Figure 1.
The spectrum for gelatin granules prior to electrospinning shows that the band is formed by four individual peaks; situated at amide-A and free water (3282 cm-1), amide-I (1630 cm-1), amide-II (1547 cm-1) and amide-III (1239 cm-1).
REFERENCES [1] N.
Pharm.Vol. 479 (2015), p. 252-260