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Acknowledgements This work was financially supported by Natural Science Foundation (51009054), The Ministry of Education, Science and Technology Research Projects（109077） and The Natural Science Foundation of Jiangsu Province (BE2010513) References [1] ZHAO Shangyi,ZHENG Yingren,SHI Weimin,et.Analusis of safety factor of slope stability by strength reduction FEM[J].Chinese.Journal of Geotechnical Engineering,2002,24(3):343-346(in Chinese) [2] YIN Zongzhe,et.
Chinese.Journal of Geotechnical Engineering,2002,24(5):626-628 [5] Zienkiewicz O C, Humpheson C, Lewis R W.
Journal Geotechnical Engineering, ASCE, 1996, 122(7): 577-596
[7] LV Qing,SUN Hongyue,SHANG Yuequan.Slope failure criteria of shear strength reduction finite element method[J].Journal of Zhejiang University(Engineering Science),2008,42(1):83-87 [8] ZHAO Shangyi,ZHENG Yingren,ZHANG Yufang.Study on slope failure criterion in strength reduction finite element method[J].Rock and Soil Mechanics,2005,26,(2):332-336 [9] CHEN Zhibo,JIAN Wenbin.Sensibility analysis of slopes stability based on grey correlation analysis[J].Journal of Disaster Prevention and Mitigation Engineering,2006,26(4):474-477 [10] FEI Kang,ZHANG Jianwei.
Chinese.Journal of Geotechnical Engineering,2001,23(4):407-411(in Chinese)

This sphere is investigated insufficiently because it is very hard to find information on consequences of heat-insulating materials being directly exposed to all factors of environment.
Reconstruction of administrative buildings of the 70's: the possibility of energy modernization (2014) Journal of Applied Engineering Science/Istrazivanja i Projektovanja za Privredu, 1, pp. 37-44
Thermal bridges in insulation systems (2013) Advanced Materials Research, 732-733, pp. 182-185
State program’s realization of residential and public buildings energy efficiency improvement (2014) Construction materials, the equipment, technologies of XXI century, 1 (180), pp. 39-46
Sovremennyie teploizolyatsionnyie materialyi [Modern insulation materials] (2012) Plumbing.

Wang: Journal of Harbin University of Science and Technology.
Mishing, in: Diffusion Processes in Advanced Technological Materials, edtied by D.
Cao: Advanced Materials Research, Vol. 194-196(2011), p.1892-1895.R.J.
Clem: submitted to Journal of Materials Research (2003) [6] Y.D.
Jiang: Canadian Journal on Mechanical Sciences and Engineering, Vol. 2(2011), p.61-67.P.G.

Material of structure An important consideration of both the design and manufacturing process is the material used to build the individual components of the model Apollo Capsule.
Some materials are more difficult to drill and bore with such detail than others.
Providing a channel for electrical wires and pressure tapping tubes, easy access to electrode setup and using materials which have a high resistance to heat from sparking as well as pressures from the oncoming flow are just a few hurdles to overcome and the design has to be easily manufactured to avoid extreme costs.
and Ahmed, N.A., ‘Theoretical calibration of a five hole probe for highly 3D flow’, Meas Science and Technology, Vol. 13, No. 7, 2002, pp1100-1107
,‘Rapid Prototyping of Aero Res Models’, Applied Mechanics & Materials,Vols. 217-219 (2012) pp 2016-2025,Trans Tech Publications, Switzerland

Mathematical simulation of rigid pile composite foundation with lateral unloading Jing Ma1, a，Wensheng Chen2,b,Xuefeng Hu 3,c 1Hunan Communication Polytechnic, China 2Changsha University of Sciences and Technology,China 3Changsha Metro Group Co.
The compressive strength of the material is far greater than the tensile strength,so we choose DruckerPrager yield criteria[1] .
Fig.9 200KN Fig.10 300KN Fig.11 400KN Comparing fig.8~ fig.11,we can get table 2 , according to table 2, we also can find that the displacement of pile top change little with the same vertical load but different depth : Table 2 Displacement of pile top in different load Depth(m) displacement (mm) load 100KN 200KN 300KN 400KN 6 -23.189 -24.42 -25.64 -26.85 8 -23.719 -24.983 -26.237 -27.481 10 -23.489 -25.139 -26.417 -27.686 Acknowledgment This paper supported by the National Natural Science Foundation of China(51279018) References [1] Wenhua Hao and YuMing Ye:ANSYS applications in civil engineering [M](2005) [2]Zongchuan Jin,Yuanxing Gu and Ren Wang:Chinese Journal of Geotechnical Engineering,1998,20（2）:37-40 [3]We Li:ANSYS applications in civil engineering [M](2005) [4]Moss etal.Investigation of a cyclic laterally loaded model pile group.Soil Dyn Earthquake Eng V17N7-8 Oct-Dec1998,
,Mather,S.K..Utimate pile capacity for eccentric inclined.Journal of geotechnical engineering,ASCE,1983,109(3):408-423 [11]Sastry,V.V.R.N.
,Meyerhof,G.G..Behavior of flexible pile under inclined loads.Canadian Geotechnical Journal,1990,27:19-28

Introduction Soil is the most basic material basis for human existence and development.
Materials and methods General situation of study area.
Agronomy Journal, 2004, 96(1) p. 26-33
The journal of grey system,1997(1) p.40.
Beijing : Science press, 2010.

Seepage coefficient of the dam body materials Materials Seepage coefficient (cm/s) Grouting curtain 1.00×10-5 Cushion（2A） 5.56×10-2 Special cushion（2B） 5.15×10-3 Transition material（3A） 1.99×10-1 Main rockfill material （3B） 3.16×10-1 Downstream rockfill material（3C） 1.00×10-1 Concrete slab（F） 1.00×10-8 Composite geomembrane 5.00×10-12 Table 2.
Journal of Hohai University (Natural Science).
Applied Mechanics and Materials.
Journal of Hohai University (Natural Science).
Journal of Hohai University (Natural Science).

Waterproof Performance of Polymer-Modified Cement Mortar WANG Rua, MA Daoxunb , WANG Peimingc Key Laboratory of Advanced Civil Engineering Materials of Ministry of Education, School of Materials Science and Engineering, Tongji University, 4800 Cao’an Road, Shanghai 201804, China a ruwang@tongji.edu.cn, b daoxunma@163.com, c tjwpm@126.com Keywords: Cement mortar; Polymer; Capillary water absorption; Impermeability; Cracking; Dynamic elastic modulus Abstract.
Chen, The study of waterproof dry mortar, Waterproof Materials and Construction 8 (2004) 39-41
XU, J.Stark, The physical performance of HEMC cement mortar added slag powder and Superplasticiser, Journal of Building Materials 4 (2) (2001) 122-126
Ko., Comparison of mechanical and physical properties of SBR-polymer modified mortars using recycled waste materials.
Li, The shrinkage cracking performance of the rubber mortar, Journal of Building Materials, 10 (1) (2007) 97-100.

The Materials have been used in this research of SA213 tube and SA387 tube plate.
Fusion welding is a generic term for welding processes that rely upon melting to join materials of similar compositions and melting points[8-10].
The continuous layer is essentially an alloy composed of the two parent materials.
International journal of Engineering, Science and Technology, 2,109-117[2010] [6] Muthukumaran.SC.V.Kumar, A.Pradeep, S.S.Kumaran.
International Journal of Mechanical and Materials Engineering [IJMME], vol.6 (2011), No.2, 300-306

Materials and experimental methods Materials. cationic emulsified asphalt is chosen here, and its main technology indexes are shown in Table 1.
Materials and Structures.Vol,41(2008),p.643 [2] Hun Song, Jeongyun Do, Yangseob Soh.
Construction and Building Materials.
Construction and Building Materials.
Journal of Building materials.Vol,12(2009),p.519(In Chinese)