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Design and Simulation Analysis of Pile Foundation Ground Source Heat Exchanger System Yunzhun Fu 1, a, Xinhui Du1, a, Xu Zhang2,b 1 School of Mechanical Engineering, Shanghai University of Engineering Science , Shanghai 201620, China; 2.
The bored pile adopted single U-type, heat exchanger adopted high density HDPE pipe,and backfill material was cement paste.
Table 2 Physical properties of materials Materials Thermal conductivity （W/m.K） Density （kg/m3） Heat capacity（J/kg.K） Soil 1.3 1847 1200 Concrete 1.6 2500 837 PE pipe 0.42 1100 1465 Simulation results When the heat output of single pile U type heat exchanger was 1.47kW, the temperature field distribution of soil around single pile U type heat exchanger at 15m depth was shown in Fig.2.
References [1].L.Laloui,M.Moreni,L.Vulliet, Behavior of a dual-purpose pile as foundation and heat exchanger, Canadian Geotechnical Journal, 2003,40 (2)：388-402
[2].L.Laloui, M.Nuth, L.Vulliet, Experimental and numerical investigations of the behavior of a heat exchanger pile, International Journal for Numerical and Analytical Methods in Geomechanics, 2006, 30 (8)：763-781

The rotor material of investigated turbine is 30Cr1Mo1V, which is a pattern of N600-24.2/566/566 unit.
In regard to Westinghouse model, variable physical properties of rotor material must be taken into account.
Referring to WH model expression, it can be explained as that the material properties of the rotor are taken into account in this method, but ignored the influence of steam parameters, rotor speed and unit load.
Journal of Pressure Vessel Technology, vol.118(1996), p. 247-250 [2] DebasisSarkar: Approximate Analysis of Steady State Heat Convection in an Induction Motor.
Journal of Power Engineering, vol.27(2007), p. 153-156 (In Chinese) [4] H.T Qi, N.S Hu and Y.Y Zhou: Application to the Calculation Formula of the Exchange Coefficient of Alstom.

Materials and methods Sample collection.
It also indicates both metals mainly originated from terrestrial rock-forming materials.
Water Science and Technology, vol. 50, issue 5, 317-320, 2004 [3] C.
Journal of Hazardous Materials, issue 168, 1082-1091, 2009 [4] B.
International Journal Environment Science Technology, Vol.7, issue 2, 291-306, 2010 [5] S N.

Discussion Fringe pattern and satellite peak analysis have been widely used for characterizing the strain gradient in the ion implanted materials [11,14].
Department of Energy (DOE) Office of Science User Facility operated for the DOE Office of Science by Argonne National Laboratory under Contract No.
Thieberger, Materials Science Forum 1062, 361-365 [10] Z.
Grötzschel, Journal of Synchrotron Radiation 7(5) (2000) 318-325 [13] W.
Turos, Journal of alloys and compounds 286 (1999) 343-348 [14] W.

However, most of the synthetic "smart" materials are not biodegradable, which becomes a serious limitation in some application.
Experimental Materials and methods.
Progress in Polymer Science. 32(2007)669-697
Journal of Applied Polymer Science, 100(2006), 4120-4126
Control of thermo reversible gelation of methylcellulose using polyethylene glycol and sodium chloride for sustained delivery of ophthalmic drug, Journal of Applied Polymer Science, 118(2010)631-637

From which 169 papers have been accepted for presentation at the conference and will be published by TTP, in Applied Mechanics and Materials (AMM) Journal (ISSN: 1660-9336), which is online available in full text via the platform www.scientific.net.
Wang, Pohang University of Science and Technology, Korea B.
Wang, Pohang University of Science and Technology, Korea B.
Zhang, Henan Institute of Science and Technology ,China K.X.
Lin, Norwegian University of Science and Technology, Norwegian Y.J.

College of Life Science, Hebei University, Baoding, P.R.
Hebei Ocean& Fishery Sciences Research Institute，Qinhuangdao，P.R .China 7.
Materials and Methods 1.1 sampling Site description There were 23 sampling points chosen to collect seawater samples in Bohai sea during the autumn of 2013. 1.2 Instrument X2 Series inductively coupled plasma mass spectrometry: U.S.
Science of the Total Environment, 2011, 409(13): 2668-2673
International Journal of Environmental & Science Education,  2008,2, 69-74.

The material properties are shown as follows: density=7850 kg/m3, Young’s coefficient= 210GPA, Poisson’s ratio=0.3, yielding stress=400MPa, equivalent fracture strain is 0.4-0.25, stress triaxiality=0.3, equivalent stain rate: 0-10.
Acknowledgement The authors would like to acknowledge the National Science Council of Republic of China for financially supporting this work under contract NSC 101-2221-E-012-001.
Y., “Interaction of a plane acoustic wave with an elastic spherical shell, ” The Journal of the Acoustical Society of America , Vol.47, pp.1325–1333, 1970
J., “The Axisymmetric Buckling of Initially Imperfect Complete Spherical Shells,” International Journal of Solids and Structures, Vol.5, No.7, pp.679-697, 1969
Brett, George Yiannakopolous, “A study of explosive effects in close proximity to a submerged cylinder”, International Journal of Impact Engineering 35 pp.206-225, 2008.

The error is given as the following (6) Where η is transmitted coefficient, which depends on properties of the material.
Acknowledgment This work is partially supported by the National Natural Science Foundation of China(No.10926072)to M. li; National Natural Science Foundation of China(No.60907041)to M.
Journal of Sound and Vibration . 2009,327: 564–583 [2].
Journal of Microelectromechanical Systems 13 (2) (2004) 323–331
Journal of Chinese Inertial Technology . 2009, 17(5): 604-607 (in Chinese )

New Concrete with Recycled Aggregates from Leftover Concrete Ofelia Corbu1,a, Attila Puskás 1,b , Andrei Victor Sandu 2,4,c , Adrian Ioani 1,d, Kamarudin Hussin3,4,e and Ioan Gabriel Sandu2,f 1Faculty of Civil Engineering, Technical University of Cluj-Napoca, Romania 2Gheorghe Asachi Technical University of Iasi, Faculty of Materials Science and Engineering, Blvd.
Steopoe, The use of materials in construction debris, Bucharest, 1946
Volume 12, The Romanian Economic Journal, Bucharest, i:33, (2009) 141-160
Borzan, Development of Environmental Technology for Carbon Fibre Reinforced Materials Recycling, Materiale Plastice (Bucharest), 50, 2 (2013) 79-93
Akmal, Influence of recycled concrete aggregates on strength properties of concrete, Construction and Building Materials, 23 (2009) 1163–1167 [22] ***, SR EN 1008:2003, Mixing water for concrete.