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Materials and Methods Toxicity Datasets.
Acknowledgements This study was supported by the Key Projects in the National Science & Technology Pillar Program in the Eleventh Five-Year Plan Period (2008BAC43B01).
Vol. 74 (2011), p. 1036 [5] H.T Wolterbeek and T.G Verburg: Science of the Total Environment.
Shi: Journal of Anhui Agricultural Sciences.
Wang: International Journal of Human and Ecological Risk Assessment.

Material constants for concrete are obtained from the tests: E0=31.35 GPa for Young’s modulus; fc=35.1 MPa for peak compressive strength; ε0=0.002 for peak compressive strain; fu=28 MPa for ultimate compressive strength and εu=0.004 for ultimate compressive strain.
Acknowledgements This work was financially supported by t the National Basic Research Program of China (973 Program) (2011CB013602), Beijing Natural Science Foundation (8111001) and the Natural Science Foundation of China (90715035).
Journal of Geotechnical and Geoenvironmental Engineering, Vol. 131, issue 12, 1522-1533, 2005
Dynamic centrifuge model test of a soil-structure interaction system, China civil engineering journal, Vol. 43, issue11, 114-121, 2010
Science in China (Series E), Vol.35, issue 9, 966-980, 2005.

The concept of glass transition is utilized in foodstuffs and pharmaceutical materials to figure out their permanence.
The idea of glass transition is also widely exploited in confectionery food materials to comprehend the shelf life, physical and chemical conversions, accumulation of crystals, stickiness, persistence of microbes in connection with water activity, moisture absorption and drying temperature. [5-7].
Whereas, the fragility of waxy corn at drying temperatures 70 and 100 ℃, is unstable and these trends are apparent from Figure 5.The final value of fragility remains in between 39 and 63 and according to the Angell’s classification, corn and waxy corn starches turns out to be strong materials.
Angell,1985 Spectroscopy Simulation and Scattering and the medium range order problems in glass, Journal of Non- Crystalline Solids 73 (1985),1-17 [9] G.
Trends in Food Science & Technology 11(2000) 41-55 [14] B.Borde, H.

Only the activated carbon and other porous material have to be these characteristics.
Journal of Membrane Science, 2004,240 (1-2): 159-166
[5] Song Yan, Qiao Wenming, Seong-HoYoon,et a1．Toluene adsorption on various activated carbons with different pore structures[J]．New Carbon Materials,2005,20(4):294-298 [6] Gales L, Mendes A，Costa C．Recovery of acetone，ethyl acetate and ethanol by thermal pressure swing adsorption[J]．Chem.
Physical chemistry manual [M]．Shanghai：Shanghai science and technology publishing house，1985，614-631 [10] M.A.
Chemical Engineering Science, 2010,65:2190-2198 [13] M.A.

Preparation of green materials Green materials (GM) may refer to the combination of Tacca leontopetaloides starch and LNR which were prepared by melt blending technique using a beaker and a hot plate.
Progress in Polymer Science, 31(6), 576-602
Thermoplastic Composite Materials, 22: 681
Iranian Polymer Journal, 11-20
Macromolecular Materials and Engineering, 291(6), 629-637

Using constant section design of pipe piles can not utilize mechanism of lower pipe pile material.
And the larger variable section ratio of variable pipe pile is, the greater the ladder type pipe pile vertical bearing capacity per unit volume is, and the higher the utilization rate of pile body material.
In addition, the larger of valiable section ratio, the greater vertical bearing capacity and pile body material utilization rate of unit volume
Acknowledgements This work is financially supported by national natural science foundation of china(project No. 51208194) References [1]S.L.Sun.Research on Bearing Characteristics of Large -diameter and OverlengthBored Pile.
Chinese Journal of Geotechnical Engineering, Vol.31(2009),p425-457 [8]T.Fang.Study on Deformation and Load-bearing Characteristics of Segmentally Variable Cross-Section Pile.Chongqing,Chine:Chongqing University.2012.03

The research results can be used as the references for rationally designing the pavement structure. 2 Instruments and materials 2.1 Instruments The instruments used in this research were as follows: DH5922 dynamic signal tester and DH (5922-1394) signal testing and analyzing system (Fig.1), DH610V magnetoelectric vibration sensor, steel ball, sleeve-110mm PVC tube (Fig.2).
Fig.1 DH5922 dynamic signal tester Fig.2 Steel ball and sleeve 2.2 Test model and materials The test model was 62.5 cm long and 50 cm wide.
Acknowledgments The project was supported by National Natural Science Foundation of China (51168005,51268003), Key Project of Guangxi Scientific Research and Technological Development Plan (10124006-10), Key Project of Guangxi Science and Technology Lab Center (LGZX201107), Natural Science Foundation of Guangxi(2012GXNSFAA053205), Foundation Project of Key Laboratory of Disaster Prevention and Engineering Safety of Guangxi (2012ZDX08).
[3] Pei Zhang, Qiang Liu, Yanhui Zhong, Fuming Wang, Analysis of Dynamic Response of Rigid Pavement Deflection under FWD Load, Journal of Highway and Transportation Research and Development, 2009, 26, 33-37

The purpose of decoration design is to beautify the building space and realize the material and spiritual function of building.
There is a detailed description of construction technology, size and material.
The main material are marble and wood.
With the further development of science and technology, CAD will become more humanized and intelligent.
[4] Hongtao Yang, Journal of rail way engineering society Vol. 3 (2004), p. 89-92

Part property as a carrier of non-geometric information is be attached to each part model, and makes a complete part information to construct EBOM (Engineering Bill of Material) conveniently.
In addition, property information as another carrier to storage various other data information, such as parts name, specification, materials, weight, designers, etc.
The particular property, DocumentName, Material, DocumentNumber, density, accuracy, folder, and file attributes information, for example, can be all found in its farther property.
Acknowledgements This work was financially supported by Major Science and Technology Planning Project of Xinjiang Uighur Autonomous Region, China (Project Number: 201130110), National Natural Science Foundation of China (Project Number: 51065026), Research Fund for the Doctoral Program of Higher Education of China (Project Number: 201065001110002), and Natural Science Foundation of Xinjiang Uighur Autonomous Region, China (Project Number: 2011211A002).
Guo: Chinese Journal of Mechanical Engineering, Vol.43 (2007) No.8, pp. 91-96.

Lee 1† 1 Department of Materials Science and Engineering, Yonsei University, Seoul 120-749, Korea 2 Department of Electronic Materials Engineering, Kwangwoon University, Seoul 139-050, Korea 3 Korea Institute of Science and Technology, POB 131, Seoul 130-650, Korea Keywords: Semimetal, bismuth, magnetotransport, ordinary magnetoresistance.
Journal Title and Volume Number (to be inserted by the publisher) Fig. 3 presents scanning electron microscopy (SEM) images of (a) as-sputtered and (b) annealed Bi films.
Chien: Science Vol. 284 (1999) p. 1335 [4] S.