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Online since: June 2014
Authors: Wen Bin Guo, Zhang Rong Liu, Jin Fa Wei, Jing Bo Tong, Shu Juan Tian
Research on integration of mining and reclamation of opencast mining area in Hulun Buir grassland Wenbin Guo 1,2,a , Zhangrong Liu 2,b, Jinfa Wei 3,c , Jingbo Tong 3,d Shujuan Tian 4,e 1School of Engineering & Technology, Hulunbuir College, Hulunbuir 021008,China 2School of Energy, Xi’an University of Science and Technology, Xi’an 710054,China 3The huaneng yimin coal&electricity co.
To provide adequate protection of raw materials is the development of the coal industry .
Resulting from stripping the massive overlying rocks so as to reveal the buried minerals, the damaged land in slope areas are not available for the basics material conditions of the survive of grass seeds, and make the whole plants go.
Acknowledgements This work was financially supported by the Hulunbuir Science and Technology Bureau. (201104).
Journal of Safety Science and Technology, 2009,5(3) ,p.120~123.
Online since: May 2012
Authors: Zhi Neng Fu, Hui Ying Jia, Zu Yi Cao
At the same time, Wuhan Science and Technology Bureau proposed to focus on and build 8 high-tech industry chains, including solar energy.
When it comes to the solar power generation, the solar photovoltaic power generation system in Wuhan University of Science and Engineering is obvious, which is one of the projects from the National Science and Technology in the building integration of solar energy.
Acknowledgement The Authors would like to give thanks to all the people who went to research and help to collect data and other relevant materials for the paper.
China Soft Science.2009(8) [2] Liu Chuanjiang, Fengbimei.
Journal of Jianghan University. 2008(6) [4] Wang Yubo, Wang Yapeng.
Online since: December 2009
Authors: Mohammad Ebrahim Zeynali
Upon entering the narrow pores, the raw material experiences the resistance of diffusion, which restricts the access of the reagents to the interior of the grain.
W., Multi-scale catalyst design, Chemical Engineering Science, 2007, 62, 3502 [9] Bensetiti, Z., Schweich, D. and Abreu, C.A.M., The sensitivity of the catalyst effectiveness factor to pore size distribution, Braz.
C. and Iglesia, E., Monte Carlo simulations of surface and gas phase diffusion in complex porous structure, Chemical Engineering Science, 2003, 58, 4605 [12] Haynes, H.
Eng., 1988, 30[4], 563 [13] Koci, P., Stepanek, F., Kobicek, M. and Marek, M., Modelling of micro/nano-scale concentration and temperature gradients in porous supported catalysts, Chemical Engineering Science, 2007, 62, 5380 [14] Szczygiel J., Diffusion and kinetics of reaction over bidispersive reforming catalyst, Computers and Chemistry, 2000, 24, 203 [15] Szczygiel, J., Diffusion in bidispersive grain of a reforming catalyst, Computers and Chemistry, 1999, 23[2], 121 [16] Szczygiel, J., Enhancement of reforming efficiency by optimizing porous structure of reforming catalyst: Theoretical consideration, Fuel, 2006, 85[10], 1579 [17] Sahin, E., Dogu, T. and Mortezaoglu, K., Thermal effects on effectiveness of catalyst having bidisperse pore size distributions, Chemical Engineering Journal, 2003, 93[2], 143 [18] Gheorghiu, S. and Coppens, M.
O., Optimal bimodal pore network for heterogeneous catalysis, AIChE, Journal, 2004, 50[4], 812 [19] Parachayawarakorn, S., Prakotmak, P. and Soponronnarit, S., Effects of pore size distribution and pore-architecture assembly on drying characteristics of pore networks, International Journal of Heat and Mass Transfer, 2008, 51[1-2], 344 Key to Symbols R = gas constant T = temperature M = molecular weight dp = pore diameter Dkn = Knudsen diffusivity coefficient Knd = Knudsen number KB = Boltzmann constant P = pressure Dm = molecular diffusivity coefficient Dtr(r) = transitional diffusion coefficient Deff = effective diffusivity coefficient Ds = diffusivity coefficient of a single pore D * = diffusivity for a group of pores Dws = Wakao-Smith diffusivity coefficient DM = macropore diffusivity coefficient Dµ = micropore diffusivity coefficient r = pore radius f(r) = normal pore size distribution f(β) = constriction factor fb(r)
Online since: January 2012
Authors: D.J. Goossens, R.E. Whitfield, A.J. Studer
Studer3,c 1Research School of Chemistry, Australian National University, Canberra 0200, Australia 2Research School of Physics and Engineering, Australian National University, Canberra 0200, Australia 3Bragg Institute, Australian Nuclear Science & Technology Organisation, Lucas Heights 2234, Australia agoossens@rsc.anu.edu.au, bross.whitfield@anu.edu.au, cajs@ansto.gov.au Keywords: Metal injection moulding, neutron diffraction, Rietveld refinement Abstract.
Teo of Ceramet for samples and advice and the Australian Institute of Nuclear Science and Engineering for financial support.
Materials Science and Engineering: A, 424(1-2):282-289, 2006
Advances in powder metallurgy and particulate materials.
International Journal of Powder Metallurgy, 29:47-62, 1993
Online since: July 2012
Authors: Ce Wen Nan, Ming Li, Lian Bai
Preparation and Characterization of Polymer Electrolyte Based on Comb-Shaped Poly(oxyethylene) with Ether Side Chains Lian Baia, Ming Lib and Cewen Nan State Key Laboratory of New Ceramics & Fine Processing, Department of Materials Science and Engineering, Tsinghua University, Beijing, 100084, P.
Experimental Materials.
Cadiz, et al., Self-Organized Liquid-Crystalline Polyethers Obtained by Grafting Tapered Mesogenic Groups onto Poly(epichlorohydrin): Toward Biomimetic Ion Channels, Journal of Polymer Science: Part A: Polymer Chemistry 41 (2003) 2918-2929
Applied Polymer Science. 95 (2005) 178-184
Online since: January 2013
Authors: Wen Guang Liu, Wen Fu He, Qiang Zhang, Yang Liu
Materials of main members are shown in Table 1.
Fd,max Fd ud ud,max -ud,max -Fd,max Fig.1 Plane arrangement of structural standard story Fig.2 Typical hysteretic curve model of viscous damping wall Table 1 Materials of main members Component Main section size, mm Concrete Steel bar Main beam 200×550,300×650, 400×850 C30 HRB400 Secondary beam 200×400, 200×350 C30 HRB400 Plate 100,120 C30 HPB335 Shear wall 200,300,400 C60 HRB400 Frame column 700×700,800×1300, 900×1400,1000×1500 C60 HRB400 The structure safety degree is 2-level, design working life is 50 years, and earthquake fortification is C-class.
Acknowledgements The writers gratefully acknowledge the financial support of the National Natural Science Foundation of China NO. 90915007, 50878124, 50978160, and Shanghai education project NO. 11zz86.
Beijing, Science Press, 2003.
Journal of southeast university (Natural science Edition), 2002, 32(5):733-736.
Online since: July 2012
Authors: Wieslaw Jerzy Staszewski, Sofia Pavlopoulou, Costas Soutis
Abstract The interest in composite repair technologies has been recently increased following the wide applications of composite materials in aerospace industry.
In complex structures which consist of multiple layers of different materials and the propagation distances are long, dispersion and multiple modes phenomena might lead to an increase in the duration of the wave’s packet or to a decrease in its amplitude.
Moreover the current work highlights the inefficiency of off-line monitoring techniques for early damage cases in materials where the propagation of damage is highly unexpected such as composites.
Soutis, Strength prediction of patch-repaired CFRP laminates leaded in compression, Composites Science and Technology, 60 (2000) 1103-1114
Hodgkinson, Non destructive inspection of sandwich and repaired composite laminated structures, Composites Science and Technology, 65 (2005) 2059-2067
Online since: October 2012
Authors: Wen Zhong Zheng, Kun Wang, Hui Hui Luo
Performance of Frame Structure composed of Steel Reinforced Concrete Beam and Angle-steel Concrete Column under Horizontal Loading Kun Wang 1, a, Huihui Luo 2,b and Wenzhong Zheng 3,c 1 College of civil science and engineering, Yangzhou Univercity,Yangzhou 225127,China 2 JiangSu oilfield survey and design research institute, Yangzhou 225009, China 3 School of Civil Engineering, Harbin Institute of Technology, Harbin 150090, China awangkun@yzu.edu.cn, bhuihui5921@tom.com, czhengwenzhong@hit.edu.cn Keywords: steel reinforced concrete beam; angle-steel concrete column; frame structure; FEM Abstract.
In the FEM, a series of simulation technologies such as defining material models, selecting element types, applying load, and parameters determination were described.
For the concrete, the axial stress-strain relation in Code for design of concrete structure (GB50010– 2010) is accepted shown in Fig. 4 and the multiple axial stress-strain relation considering material damage is expressed in Eq. 1
Acknowledgements The work was financially supported by University Natural Science Research Projects of Jiangsu Province (11KJB560006).
Fenves: Journal of Engineering Mechanic, Vol.124(8) (1998), p. 892-900 [6] ABAQUS Standard User’s Manual: ABAQUS 6.5 Theory manual (Hibbitt, Karlson and Sorenson Inc, 2005) [7] J.
Online since: September 2013
Authors: Jun Hui Li, Heng Jia Zhang
Materials and Methods Site description.
Acknowledgements This research was financially supported by Program of Gansu Provincial Key Lab of Aridland Crop Science, Gansu Agricultural University.
Journal of Soil and Water Conservation Vol. 16(4) (2002), p. 102-104 (in Chinese)
Journal of plant nutrition Vol. 21(9) (1998a), p. 1921-1931
Journal of Cotton Science Vol. 8(3) (2004), p. 130-141
Online since: October 2015
Authors: R. Ganeshan, S. Sanjith
Materials and Methods In this study satellite images taken by seven different satellites serve as the data source.
Advanced Science, Engineering and Medicine, 7(3), 227-233
Italian Journal of Remote Sensing, 44(1), 41-53
International Journal of Remote Sensing, 28(22), 5167-5173
Indian Journal of Science and Technology.
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