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Journal of Guilin University of Technology, Vol. 22-3(2002), p.256 [2] Xu Qiubin, The research of compaction characteristics and control technology of Asphalt Pavement[D].
Liaoning Communication Science and Technology, Vol. 28-10 (2005), p.9 [4] Jordan P G and M E Thomas .
Prediction of cooling curves for hot-mix paving materials by a computer program, TRRL Report, 1976
[8] Timm, David H. , Voller, Vaughan R. , Lee, Eul-bum and Harvey, John'Calcool: A multi-layer Asphalt Pavement Cooling Tool for Temperature Prediction During Construction', International Journal of Pavement Engineering, Vol. 2-3(2001), p.169

The most common grouting material is cement-based grout whose solidification time is long (6-10 hours) because the cement hydration reaction is slow.
The reason is that the UDEC software is able to simulate the failure process of granular material, which is suitable for the sandy-pebble stratum.
Acknowledgements The research is supported by The National Natural Science Foundation of China (Grant Number: 51178399).
Qi, Z.R Wu: Journal of Civil, Architectural & Environmental Engineering, Vol. 34 (6) (2012), p.89.
Li, J.Y, Yan: Chinese Journal of Underground Space and Engineering, Vol. 1(6) (2005). p. 965.

Acknowledges The present research is sponsored by the Joint Funds of NSFC-Guangdong of China under Grant No.U0934005, the Fundamental Research Funds for the Central Universities, SCUT, No. 2009ZM0168, and the Nature Science Foundation of SCUT, No.x2jqE5091010.
Ye: On chopping-extrusion of integral-fin copper tubes, Journal of Materials Processing Technology, Vol 138 (2003), pp.385-389
Zheng and P.Y Li: Research on Cutting-press Shaping Process of Fin Tube, Chinese Journal of Mechanical Engineering, Vol 16(2005) no. 17, pp.1550-1553(in Chinese)

Journal of Software, Vol. 6 (2011), p 1746-1754
Advanced Materials Research, Vol. 383-390 (2012), p 5193-5199
Journal of Southeast University (Natural Science Edition), Vol. 43 (2013), p 283-285.

Journal of colloid and interface science[J]. 1995(171): 211-217
Flame retardant materials and technolohy. 2008(2): 12-14
Journal of thermal analysis and calorimetry, 2005(80):541-548.

Wall thickness accuracy of the part is much difficult to meet demand due to the effects of discontinuity of materials and eccentric force.
Acknowledgement The work is supported by Shandong province science and technology key project (2008GG30003011) and the talent project of Shandong university at Weihai (0000507300039).
Wang: International Journal of Machine Tools and Manufacture, Vol. 48 (2008), p. 1366-1374 [2] Zhang Defen, Maropoulos Paul G and Hill Martyn: International Journal of Machine Tools and Manufacture, Vol. 46(2006), p. 1362-1368 [3] Zheng Qing-Guo; Wang Zi-Jun and Pei Li-Mei: Jiliang Xuebao/Acta Metrologica Sinica, Vol. 27 (2006), p. 107-109(In Chinese)

Assumptions are made for calculating the slope seismic performance: (1) Only gentle slope is calculated, slope angle is not exceed 5o, and (2) Deposits are composed with layered soil, each with separate characteristics, such as thickness, material parameters, and (3) Soil skeleton is pore-elastic material and compressible, diffusion and dissipation of excess pore pressure is ignored during earthquake, and (4) Earthquake-induced shear waves propagate vertically and only ordinary wave loads are considered.
Acknowledgements This work was financially supported by National Natural Science Foundation of China (51008183).
References [1] Lee, K.L. and Albaisa: Journal of the Geotechnical Engineering,ASCE, Vol.100 (1974): p384 [2] Xie, J.F., Shi, Z.J. and Yu S.S. et al.: Earthquake Engineering and Engineering Vibration, Vol.8(1988): p61 (in Chinese) [3] Meng, S.J., Yuan, X.M.: Earthquake Engineering and Engineering Vibration, Vol.23(2003): p102 (in Chinese) [4] Scott, R.F. and Zuckerman, K.A.: Caltech Earthquake Engineering Research Laboratory Technical Reports: SML- 1970- 001, California Institute of Technology
[5] Papatheodorou, G. and Ferentinos, G.: Marine Geology, Vol.137(1997): p287 [6] Feng, X.L., Zhuang, Z.Y. and Lin, L. et al.: Coastal Engineering, Vol.19(2000): p50 (in Chinese) [7] Xu, Z.Y. and Shen, Z.J.: Journal of East China Institute of Water Conservancy, Vol.9(1981): p1 (in Chinese) [8] Kokusho,T.: Soil Dynamics and Earthquake Engineering, Vol.23 (2003): p585 [9] Towhata, I., Sasaki, Y., Tokida, K.I.

Although the single-layer latticed shell structure has the excellence of concision and slinky, it utilizes the materials strength with a lower efficiency for the marked instability.
China Civil Engineering Journal, 1999, 32(6): 11-25
Journal of Zhengzhou University(Engineering Science),2006,27(7):25-29.

Spring element Beam element Beam element Spring element (a) (b)Solid element （c） Fig.1 The Stability Model of Jointless Line Ballast materials, ballast shoulder width and height, and rail frame stiffness have great influence on ballast lateral resistance.
“The influence of railway parameters to the stability of jointless lines. ”, China Railway Science. 2008(2),33-37
“The finite-element analysis of stability in small curve jointless lines.”, Railway Engineering Journal. 2006(3),8-12
“The simple stability calculation of track in jointless lines. ”, Railway Journal. 2007(1), 124-126.

Sample preparation for HPLC determination of free and oligosaccharides-bound sialic acid in bovine colostrum Minpeng Zhu1a, Suhong Li1b, Xiuhong Zhao1 , Peng Guan 2 1College of Grain Science and Technology, Shenyang Normal University Shenyang, Liaoning province, China 2Liaoning Huishan Holdings (Group) Co.
Material and method Material.
European Journal of Clinical Nutrition, 57 (2003) 1351–1369
Journal of Proteomics, 75 (2012) 3098-3112.