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According to the size of load and the geological material, calculate soil consolidation coefficient, the time factor.
Undrained shear strength index of saturated clayey soil under arbitrary degree of consolidation [J] Journal of Nanjing Architectural and Civil Engineering Institute.2001 (4) 20-24 [3] Wei Limin, Hu Haijun, Wang Honggui.
Formula and application of undrained shear strength index of saturated clay under arbitrary degree of consolidation [J] Journal of Wuhan University of Technology.2009 (1), 68—71
[5] Hou Jun.Tianjin Soft Ground [M]Tianjin science and technology press.1987

Numerical simulation of laminar flow of oil and heat transfer near a circular cylinder with arched guide plates [J].Journal of Engineering Physics and Thermoph- ysics,2008.81(4): 732-738
Journal of Petroleum Science and Engineering 101 (2013) 28–34
[4]Katherine, A., Lauren, B., Cedric, B., Franco, B., Steven, M., Detection of oversized material in a hydrotransport slurry pipe using a non-invasive acoustic method, Powder Technology 190(2009) 361–371

There is a significant characteristic of the contact area: that is the friction coefficient, the size of the contact area and contact stress is changing all along in process of micro-motion, and the contact area of the material is peeling off little by little.
[3] DU Jianjun,YAO Yingxue,GAO Dong,et a1．A Numeric Analysis of Vortex Torque of Externally Pressurized Gas Journal-thrust Bearings [J]．Lubrication Engineering,2005(3)：57-59
Journal of Traffic and Transportation Engineering, 2005 , 5 (2) : 12-18
China Railway Science, 2006,Vol.27 No.4：76-79

The parameters of saturated steam are provided in FLUENT material database.
Chunnanond, T Sriveerakul, S Aphornratana: International Journal of Thermal Sciences 46 (2007), p. 812-822 [2] Alexis GK.
Patrenko: International Journal of refrigeration 22(1999), p.354-364

Jiangnan shizhi designs the method of testing the characteristics of light distribution, with multiple detector can greatly improve the measurement speed, but it is not suitable for dynamic light source measurement [2].Zuoteng zhengze uses light around the mouth set ultraviolet light into visible light fluorescent material, performance test of ultraviolet light distribution [3].
Acknowledgements This work was financially supported by the Education industrialization project of Shaanxi Province (2013JC26), Science and Technology Department of Shaanxi Province (2010K09-08) and Foundation of Key Subject Construction of Shaanxi Province.
References [1] Dazhi Xu, Xiao Chen, Xiang Zhu, etc: Journal of Xiamen University of Technology, 30-35. (2013), p. 21.
Journal of Yanshan University, 192-196. (2003).

And here, reflect the features of parts surface elements of the product is extracted by the genetic material.
Journal of equipment manufacturing technology, 2006, (4) : 84-86 [3] Yi, KeZheng Huang, HeShan Liu.
Journal of mechanical science and technology, 2004, 23 (7) : 8 1 3 5-8-1 [4] Yong Shang.

Nishino 1 1 Department of Electronics and Information Science, Faculty of Engineering and Design, Kyoto Institute of Technology, Matsugasaki, Sakyo, Kyoto 606-8585, Japan 2 Sixon Ltd., Umezu-takase 47, Ukyo, Kyoto 615-0906, Japan Keywords: 4H-SiC {03-38}, Sublimation growth, Micropipe, Stacking fault Abstract. 4H-SiC {03-38} can be obtained by 54.7° off-oriented to [01-10] from [0001].
Abrasive SiC powder was charged in the graphite crucible as the source material.
Journal Title and Volume Number (to be inserted by the publisher) 3 from the substrate.
Journal Title and Volume Number (to be inserted by the publisher) 5 [9] Y.

The distribution regularity of casing strength （1）The distribution of casing performance parameters A lot of statistic test data show that casing geometry sizes, mechanic performance of tubular material conform to the following mathematic distribution, (1) Where x is random variable, is mean value of the random variable, is standard deviation of the random variable.
Properties of steel for use in LRFD [J].ASCE Journal of Structural Division，1978，104(9)：1459-1468 [5] Mike L P，John D S.
Journal of China University of Petroleum( Edition of Natural Science)，2006，30(5)：79-82

Then, lead the already established model into ANSYS Workbench modules through the program interface, structural steel is chosen as the material, elastic modulus is 200Gpa, Poisson’s ratio is 0.3, density is 7850Kg/m3 and automatic meshing is adopted, which can generate 27461 units and 195306 nodes, the finite element model is shown in fig.2.
Acknowledgments This subject was financially supported by the foundation of the Ministry of Transportation Science and Technology Project (T11054), and the foundation of Three Gorges University Hubei Key laboratory of Hydroelectric Machinery Design& Maintenance (2012KJX02).
Journal of Hydroelectric Engineering: 1993(4)
Journal of Vibration, Measurement & Diagnosis, 2008，28(4): 390-393

Tab.1 The key point coordinate position Point number X-coordinate(m) Y-coordinate (m) Point number X-coordinate(m) Y-coordinate (m) 1 0 0 8 24.4 18.5 2 50 0 9 23.7 26 3 50 20 10 22.9 26 4 0 20 11 16.2 31 5 19.3 16.86 12 0 31 6 25 18 13 24.26 20 7 25 18.5 14 20.53 20 Material Properties During the numerical analysis, the Mohr-Coulomb model is adopted to simulate the soil behavior and the Elastic model is adopted to simulate the gravity retaining wall, anchor is built with structural unit of FLAC-3D[4].
Acknowledgements The research was financially supported by Natural Science Fund of China(No. 51208284) and Shandong Engineering & Technology Research Center for Subgrade Safety.
Journal of Geotechnical Engineering, 2002,24(2),188-192
Chinese Journal of Rock Mechanics and Engineering, 1996,15(4):333-337