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Acknowledgment This work was financially supported by Natural Science Foundation of Ningbo City ( 2009A610138) and Key Discipline Foundation of Ningbo University (xkl09152, szxl1060).
References [1] Linhai Han and Jingsi Huo: China Civil Engineering Journal Vol.35 (2002), p.25 (In Chinese) [2] T Lie and M Chabot: Fire Safety Journal Vol.20 (1992), p.135 [3] V K R Kodur: Journal of Constructional Steel Research Vol.51(1999), p.21 [4] Ming Zhou, Xintang Wang and Wanzhen Wang: Advanced Materials Research, Vols.168-170 (2011), pp.674

A Study on Internal Force Monitoring and Back Analysis of Supporting and Protecting Structure of Rock Deep Foundation Wenrong Yan 1,2 , Yonghui Liu 1 , Jingkun Pi 1 , Zhenhua He 1 1Zhengzhou Railway Co, LTD Henan Zhengzhou 450000, China 2School of Civil Engineering and Mechanics of Huazhong University of Science and Technology Hubei Wuhan 430074 michelyan@163.com Keywords: deep foundation, supporting and protecting structure, internal force monitoring, back analysis Abstract.
By concrete constitutive relations, we adopt the equation of Saenz[6]; failure criterion, the Willam & Warnke five parameters criteria; and we adopt D-P model for soil materials.
[4] Yinghui Zhang, Guoliang Dai: Academic Journal of Tongji University, Vol. 29(10): 1142-1146(2001) [5] Youjin Zeng, Weimin Zhang, Nianxiang Wang and Guangming Xu.
Water Conservancy and Marine Traffic Engineering Academic Journal, Vol.(3):32-37(2003) [6] Yinghui Zhang, Guoliang Dai: Academic Journal of Tongji University, Vol. 29(10): 1142-1146(2001)

State-of-the-art review and trend of studies on vehicle-bridge interaction.Journal of the China Railway Society, 24(5):112-119 (2002)
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Table 1 Physical and mechanical parameters of rock and soil mass Parts Bulk density(KN/m3) Cohesive force C(KPa) Friction Angle (°) Elastic modulus E (MPa) Poisson's ratio μ (°) Sliding body 21.3 23.0 20 15 0.40 15 Sliding zone 21.0 15.0 15 10 0.35 12 Slide bed 23.0 600 39 900 0.25 --- The parameters of the unsaturated seepage analysis involved in addition to the saturated permeability coefficient, also need to initial moisture content of materials, saturated moisture content, the soil water characteristic curve and unsaturated permeability functions.
different water rate rises You can draw the following conclusions: First, The library water rises the stability of landslide is gradually reduced; Second, the bigger the permeability of the landslide mass and the stability of landslide worse;Third,The increased rate of reservoir water, the greater the landslide safety coefficient decreased faster. 4 Conclusions In this paper, we get the following rules and conclusion: (1) The underground water level slope body changes relative to the reservoir water has certain hysteresis;(2) The stability of the landslide is closely related to the slope with saturated zone area size, The greater the saturated zone area, the worse the landslide stability ;(3)The increased rate of reservoir water or the greater the permeability coefficient of the landslide mass, the faster decline in the landslide stability coefficients,the ultimate stability of the landslide is poorer. 5 Acknowledgments This work was financially supported by the Hubei province natural science
Journal of rock mechanics and engineering, 2004, 23(17): 2913－2919
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Journal of rock mechanics and engineering, 2005, 24 (17): 3 146-3, 153.

In Proceedings of the Second International Conference on Intelligent Processing and Manufacturing of Materials(IPMM99), 299-305.
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., 2 Department of Science and Education, Liaocheng people’s Hospital and Liaocheng Clinical School, Liaocheng Shandong, 252000, P.
Meanwhile the family members of a patient under the permission can know about the state of the patient and get the nursing information to confirm the use of drugs, equipment operation, sanitary materials, and also the use of inventory items for preoperative and postoperative which can make the operation more clear.
Chinese Journal of hospital administration, 2005, 3 (2):75
Chongqing medical journal, 2008, 37 (21), 2401-2402
Chongqing medical journal, 2004, 33 (9):1321

Acknowledgements This work was financially supported by the National Natural Science Foundation of China (No. 51175351).
Tisza: Journal of Achievements in Materials and Manufacturing Engineering Vol. 55(2012), p. 113-119 [2] J.H.
Fu: Chinese Journal of Lasers Vol. 36(2009), p. 3313-3317, in Chinese [5] H.
Yang: Journal of Mechanical Engineering Vol. 50(2014), p. 3313-3317, in Chinese [6] H.B.

Experimental Details Material.
The work material is Ti-6Al-4V(6.6%Al and 4.4%V) with hardness of 310 HV.
Acknowledgements The authors gratefully acknowledge the financial support of this research by National Natural Science Foundation of China (No. 51235004), State Major Science and Technology Special Projects (No. 2012ZX04003-081), Science and Technology Supporting Program of Jiangsu Province (No.
Chattopadhyay in: International Journal of Machine Tools & Manufacture.Vol. 46 (2006) , p620–622
Mills in: Materials Processing Technology.

Welding experiments are conducted using four different steel alloys that are exemplary for engineering materials used in automotive manufacturing.
Different steel materials were used for bead on plate welds and in similar and dissimilar overlap configuration.
Table 1 shows the most important alloying elements of the materials, their respective coating and thickness.
Table 1: Maximal content of alloying elements of used materials, their respective coating and thickness [8].
Bachmann, Industrial applications of high power diode lasers in materials processing, Applied Surface Science, 208-209:125-136, 2003

MATERIAL AND METHODS Algal strain and cultivation condition The strain of the microalgae C. zofingiensis Dönz (1934) was from the Culture Collection of Algae and Protozoa (CCAP).
Procedia Environmental Sciences 28 (2015) 399 – 405 [12] Suyono, E.A. and Samudra.
Cuture Using Combination of Red blue Light and Nitrogen Starvationas An Effort to Increase Biodiesel Production, Asian Journal of Microbiology, Biotechnology and Environmental Science. 17 (1) (2015) 1-7 [13] Shu, C.
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