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Due to NWMO contains a large number of polydentate ligands, so it can be used as chelating agents, and with a variety of metal ion the reaction of chelates with the ring structure and a more stable.
For example Fe2+, the molecular structure of NWMO present in a large number of polydentate ligands, when Fe2+ in contact with NWMO, the NWMO is very easy to provide a large number of lone pair of electrons, and fast reaction to generate a macromolecular chelate of ring structure.
Probably because NWMO contains a large number of ligands is able to quickly react, but the production of chelates is not very stable.
Visible coexistence of ions on metal removal has played a catalytic role, may be caused due to surface adsorption, and concealed, to generate mixed grain and other reasons.

Crushed stone, grain size of 5~25 mm, silt content of 0.4%, Mud content of 0.2%. (4) Silica fume.
Table 3 Design of orthogonal experiment Number Column number 1 2 3 4 Factor Water-cement ratio air conten Silica fume Sand ratio Unit % % % % 1 2 3 4 5 6 7 8 9 A B C D E F G H I 0.40 0.40 0.40 0.47 0.47 0.47 0.55 0.55 0.55 1.0 3.5 6.0 1.0 3.5 6.0 1.0 3.5 6.0 0 5 10 5 10 0 10 0 5 30 34 38 38 30 34 34 38 30 Mix Proportion.
Table 4 Concrete mix proportion and the 28d compressive strength Number Parameters The material consumption in Unit volume / (kg/m3) Water Reducer /kg Air- entraining agent /kg Compressive strength /MPa Water- cement ratio Sand ratio /% air content /% C SF W S G A 0.4 30 1.0 400 0 160　 566 1321 2.60 0.0000 55.10 B 0.4 34 3.5 380 20 160 614 1192 3.60 0.6400 52.28 C 0.4 38 6.0 360 40 160 648 1057 4.00 1.6000 46.73 D 0.47 38 1.0 380 20 188 688 1122 2.40 0.0000 50.86 E 0.47 30 3.5 360 40 188 513 1196 3.20 0.3200 45.80 F 0.47 34 6.0 400 0 188 554 1076 0.80 0.3200 34.86 G 0.55 34 1.0 360 40 220 588 1141 0.60 0.0000 56.13 H 0.55 38 3.5 400 0 220 631 1029 0 0.0680 35.93 I 0.55 30 6.0 360 20 220 480 1120 0 0.1786 32.51 Experiment method.
Table 5 60d CLE of concrete and orthogonal analysis Number Water-cement ratio Air content Silica fume Sand ratio CLE/ （unit:10-6.

（6）Test factors Inspection standard is not reasonable, terms of inspection is not reasonable, inspection instruments is not reasonable. 2.2 Mechanism analysis of cracking and wrinkled Automobile stamping produce crack and wrinkle as the table 1: Table 1 The cause of the cracking and wrinkle the cause of cracking the cause of wrinkling ①The blank-holder force is too large or uneven ①Pressure material force is too small or uneven ②Convex and concave die clearance is too small ②The number of draw bead too little or improper arrangement ③Draw bead layout is not uniform ③Balance block the clearance is too large ④Concave die or draw bead groove fillet is too small ④Air pressure is too small ⑤Pressure side face is bright and clean ⑤Concave die fillet radius is too big ⑥Process notch too little, air pressure is too great ⑥Pressure side surface is rough, loose in the tight ⑦Work surface lubricate insufficient or improper ⑦Work Surface lubricate too much, and daub improper position ⑧Blank
（2）Influence factors of plastic deformation and deforming resistance ①Metal organization Metal plastic main influencing factors include the composition metal lattice type, the nature of the impurities, the quantity and distribution, grain size, shape and boundary strength, etc.
The state of stress of metal plastic has a great influence, the number of compressive stress and numerical is larger, and the number of the tensile stress and numerical is smaller, metal plastic is the better. ②Plastic condition The elastic deformation transition to the plastic deformation of metal, mainly depends on in a certain degeneration conditions (deformation temperature and strain rate) the metal's physical mechanics performance and its stress state.
Table 4 Wrinkling causes and corresponding measures Stamping parts produced the cause of wrinkling Wrinkling improvement measures ①Pressure material force is too small or uneven ①Adjust the slider bolt, increase the blank-holder force ②The number of draw bead too little or improper arrangement ②Add DORA draw bead quantity, change the position and elastic ③Balance block the clearance is too large ③Reduce balance piece clearance, change balance block position ④Air pressure is too small ④Increase air pressure ⑤Concave die fillet radius is too big ⑤Reduce the concave die fillet radius ⑥Pressure side surface is rough, loose in the tight ⑥Grinding blank holder surface, the tight in the pine ⑦Work Surface lubricate too much, and daub improper position ⑦According to the regulation parts and dosage used lubricating oil, apply uniform properly ⑧Blank size is too small, shape is not reasonable ⑧Increase the blank size, change the blank shape ⑨Material is too soft ⑨Transform hard a qualified raw

Average diameter of rape seed is 1.23mm, and 1000-grain weight is 3.6149g.
(1) Where, —average sowing amount of each section, g；Xi—sowing amount of each section (average of 4 times), g；S1—standard deviation, g；n—number of section in the lines；v1—CV of seeding uniformity in the lines, % CV of Seeding Consistency between the Lines.
(2) Where, —average sowing amount of each lines, g; Yi—sowing amount of each lines(average of 4 times), g; S2—standard deviation, g; m—number of rows; v2—CV of seeding consistency between the lines, % CV of Seeding Rate Stability.
(3) Where, —average of seeding rate, g; Zi—seeding rate of each test(average of 4 times), g; S— standard deviation, g; p—test number; V—CV of seeding rate stability, % Test Program and Test Results The test selects motion velocity and rotate velocity as test factors by two factors quadratic orthogonal rotational combination design.
Table 2 Result test of the two factors quadratic orthogonal rotational combination design Number Test program Test results x0 x1 x2 x1 x2 x1' x2' v1 (%) v2 (%) V (%) 1 1 1 1 1 0.5 0.5 4.97 2.85 1.38 2 1 1 -1 -1 0.5 0.5 4.46 2.47 1.34 3 1 -1 1 -1 0.5 0.5 5.37 2.94 1.56 4 1 -1 -1 1 0.5 0.5 3.65 1.72 0.81 5 1 1.414 0 0 1.5 0.5 4.88 2.64 1.41 6 1 -1.414 0 0 1.5 0.5 4.31 2.41 1.14 7 1 0 1.414 0 -0.5 1.5 4.99 3.07 1.41 8 1 0 -1.414 0 -0.5 1.5 3.54 2.23 0.95 9 1 0 0 0 -0.5 -0.5 4.11 2.21 0.96 10 1 0 0 0 -0.5 -0.5 3.97 2.16 1.02 11 1 0 0 0 -0.5 -0.5 4.15 2.28 0.99 12 1 0 0 0 -0.5 -0.5 4.09 2.29 0.89 13 1 0 0 0 -0.5 -0.5 3.91 2.07 0.94 14 1 0 0 0 -0.5 -0.5 4.19 2.14 1.07 15 1 0 0 0 -0.5 -0.5 3.92 2.32 1.11 16 1 0 0 0 -0.5 -0.5 4.11 2.35 0.94 By Fig.3(a), within motion velocity range at 0.8m/s-1.8m/s and rotate velocity range at 20r/min-60r/min, the minimum amount of CV of seeding uniformity in the lines is 3.0996% and the maximum amount is 5.8912%

Median filter applies to impulse noise or grain noise, and can protect effectively the details of the edge outline of the image.
(3) m and n are the ranks number of the window.
(4) k and l are the ranks number of the image, k>m, l>n.
Then the visual system calculates the number of bordered gear tooth based on the identified center coordinates of current gear.
Finally the visual system determines whether external gear tooth arise circumstance of missing tooth or collapsed tooth according to the number of marginal gear tooth.

Their number, expansive content and other parameters can be seen in Table 1.Steel is a self-made straight seam steel pipe.
Table. 1 Specimen condition Number Size（mm） Expansive agent dosage （%） Quantity Remark A Φ180x3x630 0 3 common reinforced concrete B Φ180x3x630 8 3 micro-expansive concrete filled steel tube C Φ180x3x630 10 3 micro-expansive concrete filled steel tube D Φ180x3x630 12 3 micro-expansive concrete filled steel tube E Φ180x3x630 20 3 micro-expansive concrete filled steel tube Pouring and curing of concrete and top cover welding.
Table. 2 Different concrete mix proportion （kg/m3） Number Water Cement Fly ash Expansive Sand Pebble A 182 470 70 —— 615 1093 B 182 470 70 38 577 1093 C 182 470 70 47 568 1093 D 182 470 70 56 559 1093 E 182 470 70 94 521 1093 Table. 3 Concrete strain in specimen E Stain Age（d） Concrete Normal Vertical Circumferential 2 －15 2590 2956 4 －37 2572 3025 6 －47 2558 3087 8 －54 2554 3118 10 －64 2552 3142 13 －75 2534 3156 16 －83 2521 3164 22 －94 2501 3177 27 －101 1988 3185 Fig. 1 Curves of different hydration Fig. 2 Curve between longitudinal strain and heat of concrete time of the outer wall of a steel pipe of each specimen Fig. 3 Curve between ring strain and Fig. 4 Stress distribution of the inner time of the outer wall of a steel pipe surface
Load reach more than 300 kN, strain rate of increase is less than the rate of increase stress, at this time, the top of the steel tube individual local appear the bulking phenomenon, produce the situation are the main reasons why here is the lack of concrete watered close-grained.
Table. 4 Measured value of failure limit load of specimens in each group Number A B C D E Failure load 1740 1890 1850 1860 1700 Fig. 7 Curve of load-displacement of A, D, E Fig. 8 Curve of load-pipe wall ring strain of A, specimens B， C specimens Fig. 9 Curve of load-pipe wall ring strain of A, D, E specimens It can be seen from table 4: B, C, D load of the specimens are damaged is close, and they are larger than A, E group destructive load, group E destructive load less than group A destructive load, which indicates that the mixed with moderate expansion agent specimens of damage to the limit load increases; But the mixed quantity of expansive agent will affect their own strength of the concrete too much, and make its limit fracture load oppositely lower.

In the process of industrialization, a number of cities raised rapidly, which had concentrated lots of industrial and mining enterprises, or located along the traffic trunk lines or were near harbor.
These led to the large number of rural population transfer.
Later, with the rapid development of traffic, a large number of the middle class also migrated to suburbs for good living environment, and take it as a symbol of status.
Through the census registration system, grain and oil supplying system, labor and employment system, medical security system and other policies, the government control over the transfer of the rural population to cities strictly.
Then a large number of rural populations have gone into the city, which increased the supply pressure of housing, infrastructure and public service facilities, and forced urban expansion.

Table 1 Analysis on total rock samples minerals of Bachu formation(Lu Yunhu,2011) serial number Interval(m) lithology mineral type and content(%) total Clay mineral content (%) quartz potassium feldspar anorthose calcite dolomite 1 6/40 5686-5692 mudstone 27.7 2.6 10.4 15.3 8.2 35.8 1 14/40 27 0.8 12.1 19.7 6.1 34.4 1 22/40 23.4 1.1 6.3 11.9 6.7 50.6 Table 2 Analysis on clay minerals relative content of Bachu formation(Lu Yunhu,2011) serial number Interval(m) lithology relative contents of clay minerals (%) mixed-layer ratio (%S) S I/S I K C C/S I/S C/S 1 6/40 5686-5692 mudstone / / 54 4 13 29 / 50 1 14/40 / / 69 5 17 9 / 40 1 22/40 / / 70 6 22 2 / 40 Experimental Scheme Use CT tomography technology to describe the formation process of crack network with mudstone deformation under load, then analysis the formation and development characteristics of crack network around the wellbore within different drilling fluids, and reveal mesoscopic damage mechanics effect of rock around the
Record the CT number in different scanning layers under different stress state, analysis the relationship between the formation process of cracks network around the wellbore under different stress state and CT number, and take advantage of CT reconstruction technique to form three-dimensional stereogram showing the space distribution of crack network in rock.
The drilling fluid filtrates into the pore and along the bedding plane of rock, and because of large clay content in the shale mineral grains or the filler in bedding plane, a potentially high chemical reactivity with drilling fluid will occur.

If the shield is formed as there are some metal grains in coat, the identifier is not detected.
The second part of data is characteristic code, each product contains an unique characteristic code, it may be product serial number, product date, producer number and serial number of product quantity and so on.
Fritz: Identification Marking by Means of Laser Peening, Patent Number Wo0161619, (2001)

Conventional concept of the metal fatigue shows us that a fatigue limit is found at the number of stress cycles around 107 cycles.
However, fatigue tests in the long life regime require a long period and it is difficult to obtain the sufficient number of fatigue data by using conventional testing machine, although, ultrasonic fatigue testing machine as an effective and reliable way has been widely used in investigating fatigue behavior of materials in very high cycle regime [5-6], however, much of the available ultrasonic fatigue properties today are axial loading, some fatigue criterions can be used in predicting the torsion fatigue behavior using the axial fatigue strength[7,8], however, the torsion fatigue test is the best way to obtain the torsion fatigue properties.
The average grain is 10mm, a little fine pore (no more than 5μm) are finely dispersed in the microstructure.
Cyclic numbers, maximum stress and testing frequency continuously recorded by the test control software.
The topography of the fracture surfaces were found to have shrinkage pores at the subsurface of specimen, in the vicinity of crack origin, a zone with a number of pores exist.