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This layer of film becomes a barrier layer between electronic conductor phase and ion conductor phase in the system and can effectively reduce further contact of corrosion medium and matrix metal [6], thus obviously improves the anti-corrosion property [7] of materials.
Experiment The experimental materials were obtained from the corroded expansion joint replaced by the power plant, which was 316L stainless steel.
Guiñón, et al: Corrosion Science Vol. 49 (2007), p. 3200 [4] Guo-qiang Liu, Zi-yong Zu, Wei Ke, et al: Journal of Chinese Society for Corrosion and Protection Vol. 21 (2001), p. 167（In Chinese） [5] S.
Shaikh, et al: Corrosion Science Vol. 52 (2010), p. 2114 [6] Hong-Hua Ge, Guo-Ding Zhou, Wen-Quan Wu: Mater.
（In Chinese） [10] Jia-Wang, Chu-nan Cao, Hai-cao Lin: Journal of Chinese Society for Corrosion and Protection Vol. 9(1989), p. 271（In Chinese）

Study on influence factors of California Bearing Ratio (CBR) of expressway subgrade materials [J].
Chinese Journal of Geotechnical Engineering, 2006, 28(1):97-100
Journal of South China University of Technology（Natural Science Edition）, 2004,32(10):67-70
[6] FAN Ying-hua,MEI Man-chao,JING Bing-yin.The Relation of Subgrade Rebound Modulus, Rebound Deflection and CBR at Spot [J].SHANXI SCIENCE﹠TECHNOLOGY of COMMUNICATIONS, 2001,2001(S2):34-35

Numerical analysis of back berm on road engineering with FEM Jiequn LIU1, a, Donglin WANG2,b 1Department of Computer Science and Technology, Key Lab of Network and Intelligent Information Processing, Hefei University, Hefei, China. 2School of Civil Engineering, Anhui Institute of Architecture & Industry, Hefei, China.
Introduction In order to prevent the soil extruded at toe of embankment and enhance the stability of embankment, earth or stone could be filled at some area near toe of embankment if allowable, which called as back berm[1, 2], characterized with easy construction, need no special construction machinery, short time of construction, low cost and use local materials, always favored by engineers.
Acknowledgment This work was financially supported by Anhui Provincial Natural Science Foundation (No. 1208085QE89).
References [1] Yan Ke, Zhu Changqi, WANG Liang-min: Rock and Soil Mechanics, vol.24(2003), no.Supp., p. 465 [2] Zhang Shusheng, Wu Zhigao: Journal of Highway and Transportation Research and Development, vol.21(2004), no.2, p. 26 [3] Zhou Jian, Zhou Kaimin, Jia Mincai: Rock and Soil Mechanics, vol.31(2010), no.3, p. 789 [4] Zhang Yucheng, Yang Guanghua, Hu Haiying: Rock and Soil Mechanics,vol.28(2007), no.
Supp., p. 844 [5] Wei Limin, He Qun, Wang Yonghe: Rock and Soil Mechanics, vol.31(2010), no.8, p. 2630 [6] Chai J C, Miura N: Journal of Geotechnical and Geoenvironmental Engineering, vol.128(2002), no.11, p. 907 [7] Sakai A, Samang L, Miura N: Soils and Foundations, vol.43(2003), no.1, p. 1006

Materials and Methods Electrocoagulation cell used in this study is schematically shown in Fig. 1.
Tosunoglu: Journal of science and technology Vol. 5 (2011), p. 35 [3] E.N.
Dehqan: International Journal of Physical Sciences.

Surface Enhanced Raman Scattering Based on Dielectric-loaded Surface Plasmon Polariton Waveguides Jing Xiao1, 2,a 1School of Microelectronics and Solid-State Electronics, University of Electronic Science and Technology of China, Chengdu, Sichuan, P.R.China 2Shenzhen Lanke Electronics Co.
The workwas is supported by the program of Science and Technology Innovation Commission of Shenzhen(NO.
Park, et al., "Transition metal-coated nanoparticle films: Vibrational characterization with surface-enhanced Raman scattering," Journal of the American Chemical Society, vol. 124, pp. 2428-2429, 2002
Weber, "Hand Book of Optical Materials," CRC Press LLC, 2003
Schatz, "Electromagnetic fields around silver nanoparticles and dimers," Journal of Chemical Physics, vol. 120, pp. 357-366, Jan 1 2004.

Acknowledgements The research are supported by National Natural Science Foundation of China (U1304507), Science and Technology Department of Henan Province of China (122102210436), and Key Members of the Outstanding Young Teacher of Henan Province (No. 2012GGJS-118).
Optik-International Journal for Light and Electron Optics, 2012(5): 433-438
Optik-International Journal for Light and Electron Optics, 2011(8): 681-686
Materials Evaluation, 2003, 61 (7):852-859

Haiza, I.I Yaacob*, Ahmad Zahirani Ahmad Azhar Department of Manufacturing and Materials Engineering, Kulliyyah of Engineering, International Islamic University Malaysia, Kuala Lumpur 50728, Malaysia Corresponding author email: iskandar_yaacob@iium.edu.my Keywords: Gold, Nanoparticles, Electro-dissolution-reduction Abstract Colloidal gold nanoparticles have been successfully prepared using a simple two-electrode cells connected to a DC power supply.
Journal of Colloid and Interface Science, 331(2), 15251-262
Journal of Colloid and Interface Science, 399, 1-5

Principle and Machining Procedures of Micro Reversible EDM The principle of micro EDM follows the general rule of the traditional EDM, the process of micro EDM can be also divided into four continuous steps: medium ionization and broken down then forming of a discharge channel; medium decomposition and electrodes materials melting and gasifying; the removed electrodes materials ejecting; and deionization of the discharge [4].
Acknowledgments This work is supported by National Natural Science Foundation of China under No. 50675049.
Jin: Key Engineering Materials, Vol. 375-376(2008), p.153
Schumacher: Journal of Materials Processing Technology, Vol. 149(2004), p.376
Zhao: Mechanical Science and Technology, Vol. 21(2002), p.124(in Chinese).

a250633493@qq.com, bzhuxiangdong@tyut.edu.cn, cwangchongen@tyut.edu.cn * represents communication author Keywords: southeast of Shanxi province; mountainous region; Buddhist architectures; site selection; spatial layout Abstract：Site selection and spatial layout of Dinglin Temple were studied through site surveys as well as field visits, then the science and culture connotation in site selection and spatial layout was analyzed so as to further reveal the characteristics of site selection and spatial layout of Buddhist architectures in mountainous region in southeast of Shanxi province.
There were rich mineral resources under Daliang Mountain, while mining activities of the local residents had been banned since Yuan dynasty, making Dinglin Temple become the material and spiritual sustenance of environmental protection within mountains as well as forests, which could also be slightly percieved in “Dinglin”, name of the temple.
Zen Hall Fig.1.Panorama of Dinglin Temple Fig.3.The first yard—Leiyin Hall Acknowledgements This study is financially supported by The National Natural Science Foundation of China (No.51078251) and The Shanxi Natural Science Foundation(No. 2009011035) .We thank Professor Xiangdong Zhu and Professor Chongen Wang for help on analysis and suggestion.
References [1] X.D.Zhu,F.Wang: World of Cultural Relics, 4.(2010) [2] H.Cai,L.P.Zhang: Journal of XiangFan University,8.(2011) [3] Y.Bai,Q.G.Ren: Architecture and Culture, 11.(2011) [4] Y.Shen:Analysis on Spatial Structure of Buddhist Architectures in Shanxi.

The air domain and explosive charge were modeled in solid and were grouped in *ALE_MULTI_MATERIAL_GROUP keycard.
Table 4: Material parameters for C4 in LS DYNA Material Unit [kg,m,s] C4 *MAT_HIGH_EXPLOSIVE_BURN RO D PCJ BETA K G 1601 8190 2.8e10 2 1 1 *EOS_JWL A B R1 R1 OMEG Eo Vo 5.975e11 1.39e10 4.5 1.5 0.32 8.7e9 0 Table 5: Material parameters for Air in LS DYNA Material Unit [kg,m,s] Air *MAT_NULL RO PC MU 1.204 0.0 0.0 *EOS_LINEAR_POLYNOMIAL C0 C1 C2 C3 C4 C5 C6 E0 V0 0.0 0.0 0.0 0.0 0.4 0.4 0 2.533e+005 1 The simulation was run in full model.
[2] Abdelkrim Kadid, Stiffened plates subjected to uniform blast loading, Journal of Civil Engineering and Management (2008), 14:3, 155-161
Kiakojouri, Numerical dynamic analysis of stiffened plates under blast loading, Latin American Journal of Solids and Structures 11(2014) 185 – 199
[5] Christian Mæhle Kaurin, Magnus Olaf Varslot, Blast loading on square steel plates; A comparative study of numerical methods, MASTER THESIS 2010, Department of Structural Engineering Faculty of Engineering Science and Technology NTNU- Norwegian University of Science and Technology