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Activities of Non-Basal Slips in Deformation of Magnesium Alloy Single and Poly Crystals Shinji Ando1,a*, Hiroaki Rikihisa2, Masayuki Tsushida3,b and Hiromoto Kitahara4,c 1Magnesium Research Center, Kumamoto University, 2-39-1, Kurokami, Chuo-ku, Kumamoto 860-85555, Japan 2Graduate student, Graduate School of Science and Technology, Kumamoto University, 2-39-1, Kurokami, Chuo-ku, Kumamoto 860-85555, Japan 3Faculty of Engineering, Kumamoto University, 2-39-1, Kurokami, Chuo-ku, Kumamoto 860-85555, Japan 4Institute of Pulsed Power Science, Kumamoto University, 2-39-1, Kurokami, Chuo-ku, Kumamoto 860-85555, Japan a*shinji@msre.kumamoto-u.ac.jp, btsushida@tech.eng.kumamoto-u.ac.jp, ckitahara@msre.kumamoto-u.ac.jp Keywords: Single crystal, Polycrytal, Basal slip, Pyramidal slip, Twin, CRSS, Magnesium, Yttrium.
According to von-Mises criterion, five kinds of independent slip systems are required for uniform deformation of polycrystalline material.
References [1] Shinji Ando, Kanji Nakamura, Kazuki Takashima and Hideki Tonda: Journal of Japan Light Metals 42 (1992) 765-771

Research methods is simplex and traditional, lack large similar material physical representational reality simulation.
Acknowledgements This work was supported by Guizhou Province Science and Technology Fund Project (Guizhou branch of J word [2011] No.2011) .
[3]Zhongjie Hou: Journal of Coal Science and Engineering Vol.24(1999),p.359-363.

The material of board is FR4 with dielectric constant of 4.75 and the thickness is 3 mm.
This work is supported by National Natural Science Foundation of China (Grant No. 61273142), Natural Science Fund for Colleges and Universities in Jiangsu Province (11JDG123), and the Priority Academic Program Development of Jiangsu Higher Education Institutions (PAPD).
Journal of Electronics & Information Technology, 35 (2013) 216-227

The arrangement of the experiment equip is depicted in fig. 1. 1 is Φ22mm face and side milling cutter which tool material is high-speed steel.
Science. 1980, P.107 [5] Y.
Journal of Chongqing University (Natural Science Edition).

The material is Stylac-ABSR240A.
Project 50965003 supported by National Natural Science Foundation of China.
[5] Daisuke kaji and Sumio Watanabe: Neurocomputing, in formation on journal homepage: www.elsevier.com /locate/neucom
Jeliazkova: QSAR &Combinatorial Science, vol. 24(2005), p.385.

China 3Key Laboratory of Mine Disaster Prevention and Control, Shandong University of Science and Technology, P.R.
Soil material parameters adopt weighted mean.
Chinese Journal of Geotechnical Engineering (1983) Vol.5, No.2, p.125-130, in Chinese
University of Electronic Science & Technology Press (1987), 12, in Chinese

Material and methods Study Sites.
Acknowledgements This work was financially supported by the Public Benefit Foundation of State Oceanic Administration, People’s Republic of China (200905005-5;201105008-E), and science and technology key project of Zhanjiang city (2011C3105006).The authors wish to thank Ms G.P Zhu and Ms X.Y Li for providing the value of TOC in the study.
References [1] P.R.Kannel, S.Lee, Y.S.Lee, Assessment of spatial–temporal patterns of surface and ground water qualities and factors influencing management strategy of groundwater system in an urban river corridor of Nepal, Journal of Environmental Management, 86(2008), 595-604
[3] H.Ogawa, Y.Amagai, I.Koike, K.Kaiser, R.Benner, Production of refractory dissolved organic matter by bacteria, Science, 292(5518) (2001), 917-920

Conclusions Use farms of livestock and poultry dung as raw material to produce biogas, solving common farm manure erosion and pollution of the river, founding a scientific way to ease tensions in the energy, at the same time production of renewal biogas fluid fat can reduce the dosage of pesticide, chemical fertilizer, improve the quality of agricultural products.
Beijing: China science and technology press, 1990:22 - 28
Beijing: China science and technology press, 1990:65-68
Journal of industrial microbiology, 1995, 25 (1) : 5-12.

The permeability coefficient of permeable foundation, concrete face and dam body material are respectively, and.
Acknowledgements This work was financially supported by the Natural Science Foundation of China (51279090), Science and Technology Research Project of China Education Ministry (211113) and The 2014 Master Degree Thesis Elite-oriented Fund of China Three Gorges University (2014PY007).
Malekzadeh and Robert Gracie: International Journal of Greenhouse Gas Control Vol. 23(2014), P. 61-71

Test Material With the limestone as aggregate, compare AH-70 # matrix asphalt with SBS modified asphalt.
[2] Ruilin Wang and Miao Yu: Application of slant shear test on asphalt mixture, Journal of Chongqing Jiaotong University (NATURAL SCIENCE EDITION)(2009) , In Chinese
[5] Western traffic science and technology project, General Report of study on roadbed and pavement strength parameter, Tongji University(2004.11) , In Chinese.