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The surface SEM micrograph of sample-1, sample-2 and sample-3 are shown in Fig. 1.
Fig.1.
Cross-section of sample-1 Cross-section micrograph.
References [1] M.
A Vol. 479 (2008), p. 373 [9] Z.

A B C Figure 1.
Table 1.
References [1] С.А.
Pundt: Journal of Alloys and Compounds. 446-447 (2007), pp. 479-483
Prokop’ev: Physics-Uspekhi. 172, 1 (2002), pp. 67–83

Stability Analysis of the Abutment Slope in One Hydropower Station Based on Unloading Rock Mass Mechanics Lehua Wang 1, a,Jianwu Li 2,b,Yingxia Li 2,c,Jiacheng Wang 1,d , Jianrong Li 1,e and Min Zhu 1,f 1Key Laboratory of Geological Hazards on Three Gorges Reservoir Area, Ministry of Education, China Three Gorges University,Yichang,Hubei 443002,China 2Hydrochina Guiyang Engineering Corporation, Guiyang, Guizhou 550081, China a lehuatg@126.com, b wxxf@qq.com, c yingxiajianwu@126.com, d wjc1985kobe@sina.com, e651181710@qq.com, f zhumin2006101531@126.com Keywords: excavation and unloading; stability analysis; reinforcement Abstract.
Table 1 Recommended value of mechanical parameters rock stratums weathering zone shearing strength modulus of deformation poisson's ratio natural density f′ C′(MPa) E0(GPa) μ （g/cm3） J2S1-3a J2S3-4 slightly 0.96 0.83 6 0.25 2.62 weak 0.89 0.83 4 0.28 strong 0.55 0.30 2 0.32 J2S1-3b slightly 0.82 0.56 4 0.28 2.6 weak 0.89 0.83 2 0.3 strong 0.55 0.30 1 0.32 J2S2-2 slightly 1.14 1.10 10 0.22 2.62 weak 0.89 0.83 6 0.26 strong 0.55 0.30 2 0.3 J2S3-1 J2S3-5 J2S3-3 J2S2-1 slightly 1.09 1.05 9 0.22 2.62 weak 0.89 0.83 6 0.26 strong 0.55 0.30 2 0.3 J2S3-2 J2S3-6 slightly 0.91 0.74 5 0.28 2.61 weak 0.89 0.83 3 0.3 strong 0.55 0.30 2 0.32 fully weathered 0.50 0.20 0.3 0.32 2.20 covering layer 0.40 0.05 0.2 0.32 2.00 slightly weathered 0.5 0.07 1.5 0.3 2.6 weak weathered 0.45 0.05 1 0.31 2.6 Calculation model.
(a) before excavation (b) after excavation Fig.1 Materials division and grid model Select the typical profile and building model through the ANSYS and then import FLAC3D, the materials division and the grid before and after the excavation as shown in Fig. 1.
Table 3 Comparative analysis of strengthening time and strengthening measure data condition max vertical displacement (cm) max horizontal displacement (cm) σ1(MPa) σ3 (MPa) compressive stress tensile stress compressive stress tensile stress supporting II bolting 3.943 2.957 -2.641 0．479 -8.366 0 ropes 3.976 2.099 -2.641 0.492 -8.364 0 supporting I bolting 4.010 3.032 -2.641 0.480 -8.366 0 ropes 4.041 2.180 -2.641 0.493 -8.363 0 Fig.5 shows that horizontal displacement under bolting and ropes strengthening.
(In Chinese) [7] Lixin Chen: Highway Slope Treatment Technology Optimization Design Research (Central South University, 2007) (In Chinese) [8] Lianjin Tao, Jian zhu and Yunjie Wei: Subgrade Engineering (2010), P.1.

The identified problems will solve at the future [1].
Table 1.
Component Selection No Component Selection Components Quantity Specification 1 Motor 1 0.5 H.P 2 Plumper Bearings 6 1” Diameter 3 Plumper Bearings 2 1.25” Diameter 4 Metal brush 2 3” Diameter 5 V Belt 2 A76 6 V Belt 1 A50 7 V Belt Pulley 3 3” Diameter 8 V Belt Pulley 2 6” Diameter 9 V Belt Pulley 1 9” Diameter Result and Comparison The efficiency of work had reduced by human power because of energy level was not constant for every time.
References [1] Muralindran Mariappan, Robotics and Intelligent Systems.
Ampatzis, “A Case study of investigating reliability and maintainability in a greek juice bottle medium size enterprise (MSE)” Original Research Article Journal Of Food Engineering,Volume 95, Issue 6, December 2009 Pages 479-488

Fig. 1.
Acknowledgements This work has been supported by the European Regional Development Fund within the project “Development of innovative water procession technology using nanostructured ceramic“, No. 2010/0257/2DP/2.1.1.1.0/10/APIA/VIAA/012.
References [1] D.
Alloys Compd. 490 [1-2] (2010) 472 – 479
Sinter. 28 [1] (1996) 3 - 17

Results and Discussions Figure 1 shows the obtained DTA thermograms of the natural gas hydrates phase transitions in a porous medium with fresh water (figure 1 (A)) and 5% sodium chloride solution (figure 1 (B)).
Fig. 1.
Table 1.
References [1] E.A.
Fan, Experiments and prediction of phase equilibrium conditions for methane hydrate formation in the NaCl, CaCl2, MgCl2 electrolyte solutions Fluid Phase Equilib. 479 (2019) 1–8

The superalloy DD5 was used for the present study with a nominal chemical composition shown in Table 1.
As shown in Fig. 1.
In Fig.7 (c), when the growth height is H (h1~5 have been eliminated, only 6 continue to grow.
References [1] S.
Alloys Comp. 479 (2009) 129-133

The axial line of main span arch is quartic parabolic curve and the rise-span ratio is 1/4.44.
There 13 davits with interval of 5 meters[1].
The main bridge of hulushan gulf crossing narrow bridge is shown in Fig.1.
The element forces are listed in table 1.
Conclusion 1) The bridge locates in gulf.

Therefore, the saliency value of Ik for each grayscale can be calculated by the Eq. 1: (1) If the total number of gray level is L, then Eq. 1 can be further expanded to be more intuitive Eq. 2: (2) In the Eq. (1), D (Ii, Ij) is calculated as follows: (3) In Eq. (3), where H(j) represents the total number of the pixel, which belongs to gray level Ij.
Methods were tested using Intel Core i3 CPU 3.20GHZ, 1.74G RAM machine.
The final saliency maps were all resized to the same size, the test results shown in Fig. 1, the average running time of each method shown in Table 1: Table 1 Comparison of average running time Method Time(s) Achanta 0.156 Zhai and Shah 0.015 Hou and Zhang 0.219 Ours 0.047 (a)Original image (b) Achanta (c)Zhai and Shah (d)Hou and Zhang (e)Ours Fig.1 Comparison of saliency maps Fig.1 shows the saliency map using our method are obviously superior to other methods and the salient regions were more close to the real object.
References [1] M.
Lecture Notes in Computer Science, 2525(2002) 472-479

Under the laser effect in a Q-factor mode the strain rate is 106 s-1.
Fig. 1.
The dashed-dotted line specifies the moment of SIA capture by a dislocation (tcapt ~ 0,1 ns).
References [1] J.R.Manning, Diffusion kinetics for atoms in crystals.
(a), 76(1983), N2, pp. 479-484