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Box. 2, H-4010 Debrecen, Hungary a janos.toman@science.unideb.hu, b yusuke_iguchi@centrifuged-gravity.jp, c gajdicsbd@gmail.com Keywords: Kirkendall effect, diffusion, nanoscale, vacancy, sinks and sources, simulation Abstract.
In each computational cycle the total amount of material transported between the neighbouring slabs was calculated, from which the change of composition and thickness of the slab were determined.
Feyerherm, Linear growth kinetics of nanometric silicides in Co/amorphous-Si and Co/CoSi/amorphous-Si thin films, Journal of Applied Physics, 104, 024311 (2008) [29] B.

Yet, this intrinsic characteristic has spurred recent research on developing Mg-alloys as a novel material for biodegradable implants (e.g. stents).
Acknowledgements This work was supported by the Agency for Science Technology and Research, Singapore (A*Star) through the project SERC 092-137-0018.
Injury-International Journal of the Care of the Injured, 27 (1996) 16-22 [9] A.

Other causes for frequency-deviation of different modes might result from non-linearity, such as the intermittent contact mechanism of a vibrator and driven part and material-non-linearity.
Umeda: Thin rotary and linear ultrasonic motors using a double-mode piezoelectric vibrator of the first longitudinal and second bending modes (Japanese Journal of Applied Physics, Vol. 31-1, No 9B, 1992), p. 3073-3076 [3] S.
Tomikawa: Ultrasonic Motors Theory and Applications (Oxford Science Publications, Clarendon Press, Oxford, 1993) [4] P.

Table 1 Physical parameters of pavement, Subgrade and foundation Structure layer Material Thickness /cm Elastic modulus /MPa Poisson's ratio Unit weight/kN·m-3 Cohesion /kPa Friction angle /° Upper layer AC-16 Asphalt Concrete 5 1800 0.3 24.3 Middle layer AC-20 Asphalt Concrete 6 1800 0.3 24.4 Upper layer AC-25 Asphalt Concrete 7 1200 0.3 24.5 Base 4.5% water stable gravel 36 1500 0.25 22 Subbase 5% water stable (sand + gravel) 20 1300 0.25 22 Cushion layer Sand cushion 20 150 0.3 21 Embankment High water content cohesive soil 250 40 0.3 20 Sand cushion Sand cushion 200 150 0.3 21 Foundation Silt clay 400 20 0.31 17.8 22.4 31.6 Clayey mudstone 1200 60 0.28 18 22.6 10.31 Fig.9 Computational model 3.2 Frost heave and freeze-thaw strength control standards for clay soil (1) The frost heave control standard for clay soil Roadbed calculations of differential deformation based on the design service life (15 years) are shown in Table 2.
Cold Regions Science and Technology. 2007, 48(l): 44-54
Journal of the Soil Mechanics and Foundations Division, 1966, 92(5), 67-92

Hereby, architects have to master a wide range of professional knowledge, so as to coordinate factors irrelevant with their occupation, such as history, humanity, natural environment, economic development, marketing, construction progress and material selection.
Domestic and Oversea Integrated Exchange Education By exchanging with University of Applied Sciences Lübeck, Sapienza University of Rome and other famous universities domestic and overseas, including visiting research and discussion, jointed curriculum design, visiting, as well as visiting, surveying, learning and other activities participated by young teachers and students, Architecture Department has been continually expanding its education space.
Architectural Journal. 2012.

Research of Zero Stress Temperature Gradient in Cement Concrete Pavement Xiang-Shen Hou1, a, Xin-Kai Li 1, b, Bo Peng 1, c, Guang-Hui Deng 1, d 1School of Transportation Science and Engineering, Harbin Institute of Technology, Harbin150090, China 2The Architectural Design and Research Institute of Guang Dong Province, Guangzhou510010, China ahouxiangshen@126.com, blxkhit@126.com, cpb198976@163.com, ddgh1987@126.com Keywords: cement concrete pavement; built-in curling; zero stress temperature gradient Abstract.
In addition, Armaghani, Janssen, Hveem and many other scholars’ summary of main influence factors on cement concrete pavement built-in curling are the early environment factors [5,6,7,8] and cement concrete material’s own properties [9].
Journal of Transportation Engineering. 136(7) 654-663.(2010)

Research on changes on blood plasma ANP of female boxer during training GAO Haining, WANG He, DING Hua, ZHAO Bin Department of Human Sports Science, Shenyang Sport University, Shenyang, China ahaining3333@163.com, b7777wanghe@163.com, cdinghua60@21cn.com, dfirelion2006@126.com Key words: training, female boxer, atrial natriuretic peptide (ANP) Abstract: Objective: In order to prepare for the national competition, change on blood plasma ANP of female boxer in training period was tested.
Over several past centuries, Canadian pathologists BeBold has extracted, separated and purified a special material-atrial natriuretic Peptide (ANP), also known as atrial natriuretic polypeptins or factor, from rat and human cardiac atrium tissue.
Chinese Journal of Sports Medicine, 1993 (4) [2] Galy O.et al, Effects of successive running and cycling on the release of atrial natriuretic factor in highly trained triathletes.

Study and Application of SSC Model on Hot Rolling Wide Strip Mill Huaqiang Liu 1, a , Fei Zhang1,b , Shi Yin1,c , Xin Li2,d 1National Engineering Research Center of Advanced Rolling Technology, University of Science & Technology Beijing, Beijng100083, China 2Plate Mill of Baotou Iron and Steel Group Corporation, Baotou 014000, China aLhuaqiang@163.com, bzhfeicn@gmail.com, cYinshi@163.com, dLiXin@163.com Keywords: Hot rolling strip; Short stroke control; FEM; Width Control; Edge roll Abstract.
The asymmetrical material flow in the edger roll gap is the main cause of this width necking.
Zhang: Journal of Jilin Institute of Chemical Technology, Vol.25 (2008) No.4, p. 40

Problem of thin linearly elastic plate bending For a model problem, we consider a thin plate in the square , which is clamped at the boundary and is made from the homogeneous linearly elastic material characterized by the constant elasticity module and the Poisson coefficient .
A Gradient Recovery-based a Posteriori Error Estimators for the Ciarlet - Raviart Formulation of the Second Biharmonic Equations (2007) Applied Mathematical Sciences, 1, 21, pp. 997 – 1007
An a posteriori error indicator for discontinuous Galerkin approximations of fourth-order elliptic problems (2011) IMA Journal of Numerical Analysis, 31, pp. 281–298

According to the definition, during the process of power grid project budget compiled in actual, combined the characteristics of power grid project, we usually consider the BRF has three parts as follow: l The cost for project changing or the expenses of material substitution, which is generated in the process of design implementation, and in the range of approval design by superiors.
Acknowledgements This work is supported by National Natural Science Foundation of China (71171081) and Program for New Century Excellent Talents in University (NCET-11-0633).
Journal of Catastrophology, Vol. 28(2013), p. 55-60.