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Introduction In recent years, the domestic and foreign way of transformation and utilization of field waste resources mainly includes transforming them as energy, fertilizer, feedstuff, matrix, or industrial raw materials[1-3].
Materials and method Experimental materials.
[9]Dingfa Wang, Luli Zhou and Mao Li: Chinese Journal of Tropical Crops.
[14]Lee S W, Chouinard Y, Van B N: Asian-Australian Journal of Animal Sciene.
[15]Dewhurst R J, King P J: Grass and Forage Science.

These ultrathin structures exhibit a wide range of mysterious and surprising phenomena which do not exist in bulk materials.
This method is specially designed for the growth of thin film of magnetic materials with high sputtering rate at low temperatures.
Advantages of OTS method are able to sputter almost of all types of materials, including ferromagnetic material.
Result and Discussion This section shows the experiment results in development of GMR materials by the OTMS method.
Richardson, Room Temperature Organic Spintronics, Journal of Applied Physics 103 (2008) art.no.07F306

The potential application of these results in the field of mechanical behavior of materials is also shown. 1.
Vellekoop, Smart Materials and Structures, 6(1997) p. 668 3.
Z.K.Wang, F.Jin, Z.Zong and T.J.Wang, Key Engineering Materials, 183-187(2000) p. 725 4.
F.Jin, Z.K.Wang and T.J.Wang, Key Engineering Materials, 183-187(2000) p.755 5.
Q.Wang, S.T.Quek and V.K.Varadan, Smart Materials and Structures, 10(2001) P. 380

Rashdi1 1University Kuala Lumpur Malaysia France Institute (UniKL-MFI) 43650 Bandar Baru Bangi, Selangor, Malaysia 2School of Applied Physics, Faculty of Science and Technology, Universiti Kebangsaan Malaysia, 43600 UKM Bangi, Selangor, Malaysia 3Department of Mechanical and Material, Faculty of Engineering and Built Environment Universiti Kebangsaan Malaysia, 43600 UKM Bangi, Selangor, Malaysia anurazida@mfi.unikl.edu.my, bdr.ir_faizol@yahoo.com, cazmn@ukm.my Keywords: Aluminium alloy AA6061, Filler metal, Porosity, Gas metal arc welding Abstract.
The hardness profile of ER5356 and ER4043 welded materials exhibited the similar hardness pattern profile.
No significant effect was observed on the hardness profile for both filler metals of welded materials.
Materials and method The 6 mm plates of AA6061 aluminium alloy were cut into the required sizes (300 mm x 150 mm) by power band saw.
Nakazaki: Journal of The Japan Welding Society Vol. 31 (12) (2009), p. 980-985 [3] S.

Materials and methods Acquisition and processing of samples.
[6]D.G.Yuan:Journal of Anhui Agr.i Sc.i,Vol.37(2009),p.5046
[9]H.X.Weng,X.M.Zhang:Science Bulletin,Vol.49(2004),p.898
[11]S.J.Liu,M.B.Luo and H.Zhang:Journal of Nanchang University,Vol.29(2005),p.457
[13]H.W.Yang.submitted to Journal of Environmenal Science(2014)

The film material is HTV-968 high temperature molding silica gel.
Chinese Journal of Medical Instrumentation.
IEEE Sensors Journal.
Chinese Journal of Sensors and Actuators.
Chinese Journal of Sensors and Actuators.

Introduction Marine cylinder liner materials are investigated in terms of microstructure, surface topography, lubricity etc. to perform minimum friction and wear to meet increasing demands on reducing pollution and fuel costs [1-5].
In this report, effects of frequency and stroke on friction and wear of marine cylinder liner materials with different surface finish were studied by measuring separation voltage and frictional waves in boundary and mixed lubrication.
Results and discussion Frictional Characteristics of Cylinder Liner Materials in Boundary Lubrication.
Frictional Characteristics of Cylinder Liner Materials in Mixed Lubrication.
Fujii: Journal of the Society of Materials Science Japan Vol. 56 (2007), p. 266

Advanced Materials & Technologies 1 (2018)
Improving the surface quality of parts obtained from powder materials by the technology of coaxial laser melting. 2016.
In IOP Conference Series: Materials Science and Engineering (Vol. 971, No. 2, p. 022057).
Monitoring system of hydro and wind power equipment based on intelligent measuring complexes and Neurodiagnostics // IOP Conference Series: Materials Science and Engineering, 2020, 971 022055 (doi:10.1088/1757-899X/971/2/022055) [20] Syritskii, A.
Polytechnic Youth Journal, (10), 10-10

Analysis on creep property and model of bridge girder concrete with various mix proportions Fei Guo 1,a, Honggen Qin1,b, Pengfei Cao2,c, Guanguo Liu2,d, Yunsheng Zhang1,e 1School of Materials Science and Engineering, Southeast University, Jiangsu Key Laboratory of Construction Materials, Nanjing, 211189, China; 2Jiangsu Transportation Research Institute Co.
Research [3] shows that with the same cementing materials and W/B, the less cement used, the more slag and fly ash applied, and the smaller creep value is.
Journal of Southeast University (natural science edition), Vol.32 (2002):p.779-782
Journal of the chinese ceramic society, Vol.34, (2006):p.446-451
China Journal of Highway and Transport, Vol.19 (2006):p.98-102

Types and Hazard Effects of Loess Mass Structure Quan-zhong LU1, 2, 3,a, Jian-bing PENG1,2,b, Yuan WANG1, 2,c, Bin ZHOU1, 2,d 11Key Laboratory of Western China’ s M ineral Resources and Geological Engineering, Ministry of Education, Chang’an University, Xi’ an, 710054, China 2Open Research Laboratory of Geotechnical Engineering，Ministry of Land and Resources, Chang’an University, Xi’ an, 710054, China 3State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China alqz_19711@163.com, bdicexy_1@chd.end.cn, c510216928@qq.com, d444062082@qq.com Keywords: Loess Mass Structure, Fissured Loess Mass, Classification, Hazard effects.
Introduction Loess mass is the geologic body in geological environment which is constituted by loess materials and has certain structure.
Table 2 Types and characteristics of loess mass structure Structure type Geological background Main characteristics Type Subtype Homogeneous structure Having lasting transporting agent and with stable material sources and sedimentary environment.
Acknowledgements This paper is founded by the Chinese National Natural Science Key Fund (No. 41130753) and (No. 40902080), Land Resource Survey Project (No. 1212011220187), Science and Technology Innovation Project of Shaanxi Province (No.2011KTZB03-02-02) and Fundamental Research Project of Chang’an University (No.
References [1] Quanzhong LU, Jianbin PENG, Zhixin CHEN,etc: Journal of Soil and Water Conservation Vol.19(2005), P.191 (In Chinese) [2] Guangzhong SUN, Yi SUN: Principle of Geological Engineering(Geology Press, PRC 2004) (In Chinese) [3] Xiangong ZHANG, Sijin WANG, Zuoyuan ZHANG: Engineering Geology of China(Science Press, PRC 2000) (In Chinese) [4] Jianping JIANG, Yangsong ZHANG, Guoyu LUO: Rock and Soil Mechanics Vol.23(2002), P. 482(In Chinese) [5] Quanzhong LU, Jianbin PENG: Journal of Xi’an University of Science and Technology Vol.26(2006), P. 446(In Chinese) [6] Dongsheng LIU: Loess and Environment(Science Press, PRC 1985) (In Chinese) [7] Changshi PAN: China Civil Engineering Journal Vol.13(1980), P. 38(In Chinese)