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Research On The Influence Of Diffluent Salt Microstructural Variation In The Course Of Recrystallization On The Strength Of Salty Soil Chun-lei Wang 1,a, Chong-xi Jiang 2,b ,Feng-ju Guan 1,c 1 The Third Railway Survey and Design Institute Group Corporation, Tianjin, 300142, China 2 Key Lab of Advanced Material Technology, Ministry of Education, Southwest Jiaotong University, Chengdu 610031, China achunlei3000@163.com, b14395237@qq.com, c65955853@qq.com Keywords: salty soil, diffluent salt, microstructure, shear strength, environment scanning electron microscope Abstract.
Evaluation of thermo physical characteristics on shape-stabilized paraffin as a solid-liquid phase change material.
Study on engineering property index of ultracholrine saline soil[J].Journal of Changchun University of Science and Technology, 2001,31(1):70-73.
X-ray CT and NMR imaging of rocks[J].Journal of Petroleum Technology,1986,38(3):257-259 [7] Raynaud S.
The groundwork designing and embalming in saline soil-region [J].Journal of Qinghai University, 2000, 18(6): 23-24.

These temperatures exceed the melting point of the turbine materials.
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In the calculation process, the floor weight, dead load and live load is equivalent to the weight of the beam, namely by increasing the density of the beam is achieved, the material parameters are shown in Table 1.
(in Chinese) [2] Shengxie Xiao: Catastrophe Chain Theory and Application(Beijing science and Technology Press, China,2006).
(in Chinese) [3] Shengxie Xiao: Chinese Journal of Rock Mechanics and Engineering.Vol.25(2006),p.2595.
(in Chinese) [5] ESTERHUIZEN J B, FILZ G M, DUNCAN J M: Journal of Geotechnical and Geoenvironmental Engineering,Vol.127(2001): P837
[7] Wu Ping, Jianhua Yu: Journal of Southwest Jiao Tong University.

Chinese Journal of Agrometeorology: Forum (2009), p.82-85(in Chinese) [2]Bo Sun, Linxiu Zhang, Linzhang Yang, et al.
Soil and Environmental Sciences: Forum Vol.10 (2001), p.6-10(in Chinese) [15]Ahuja L R.
Journal of Fuzhou University(Natural Science Edition): Forum Vol.34 (206), p.620-624(in Chinese) [24]Lan Shulin, Wei Xintian, Wei Xiushan.Modern agricultural science and technology: Forum (2009), p.274-274,278.
Chinese Journal of Ecology: Zhang Weili, Ji Hongjie, Kolbe H.
Water science progress: Forum Vol.13 (2002), p.105-110.

Samadi2 1School of Mechanical Engineering, The University of Adelaide, Australia SA 5005 2Department of Mechanical Engineering, Science and Research Branch/IAU, Tehran, Iran Ley@mecheng.adelaide.edu.au Keywords: Inverse heat conduction problem, Artificial neural network, Sequential function specification, ANSYS parametric design language.
The model consists of 1010 rectangular elements and the same material properties mentioned in Section 2 were used.
[5] Behbahaninia, A. and Kowsary, F. (2004), A dual reciprocity BE-based sequential function specification method for inverse heat conduction problem, International Journal of Heat and Mass Transfer, 47(2), pp. 1247-1255
Applying neural networks to the solution of forward and inverse heat conduction problems, International Journal of Heat and Mass Transfer 49, pp:4732–4750
[7] Morteza Mohammadzaheri and Lei Chen, (2010), Intelligent predictive control of a model helicopter's yaw angle, Asian Journal of Control, Vol.12, No.6, pp. 1-13.

Bearing behavior study of rammed cement-soil pile compounded foundation in collapsible loess Yuehui LI 1,a, Xiaojuan GAO 1,b 1Institute of Civil Engineering, Henan University of Science and Technology, Luoyang, China 471023 alylyh66@163.com,bgaoxjly@163.com Keywords: Rammed cement-soil pile,compounded foundation, bearing behavior, collapsible loess Abstract: The rammed cement-soil pile compounded foundation is widely used in collapsible loess of northwest China.
But the static load test will cost much manpower, material resources and financial resources and the number of test is limited and cann’t be analyzed statistical law.
Journal of Wuhan University of Technology. 2009,31(8):72-75(in Chinese) [4]Haibao Si, Zhaoran Xiao.Chinese Journal of Geotechnical Engineering,2011,33,Supp.2: 480-484 (in Chinese) [5]Min Yang, Xihong Zhao.
Journal of Tongji University, 1992,20(4):421-427(in Chinese)

In practice enterprise basic database, there are suppliers information table (T_ PURCHASE_SUPPLY), suppliers material table (T_ PURCHASE_PART), contact information table (T_ PURCHASE_CONTACT), contract information table (T_PURCHASE_CONTRACT), order form table (T_ PURCHASE_ORDER) and other tables, which are relation to supplier evaluation.
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European Journal of Operational Research, 2011, 209(3): 273-284

Causes Analysis and Control Measures of Landslide on Expressway from Yangshuo to Pingle in Guangxi Chanjuan Yu 1,a, Yudong Peng 2,b 1 Huazhong University of Science and Technology, Wuchang Branch, Wuhan 430064, China 2 Traffic Planning and Design Institute of Hubei Province, Wuhan 430070, China a7695247@qq.com, b263628392@qq.com Keywords: rock and soil slope; instability; transfer coefficient method; landslide Abstract: According to the analysis on engineering geological and hydrological conditions of landslide on expressway from Yangshuo to Pingle in Guangxi, the formation mechanism of the landslide was summarized.
The Quaternary eluvium is composed of weathered residual soil, medium sands and coarse sands, complex in components, with a little dense state, provided material conditions for landslide.
References [1] Runqiu Huang: Chinese Journal of Rock Mechanics and Engineering Vol. 3 (2007), p. 433-454
[3] Gongxian Wang: Chinese Journal of Rock Mechanics and Engineering Vol. 24 (2005), p. 3818-3827
[4] Mingxin Zheng, Zongze Yin, Jimin Wu: Journal of Natural Disasters Vol. 4 (2004), p. 56-57.

Table.1 Experimental parameters Nozzle material acrylic Scaled-up times 5 Inclination of orifice（°） 70 Length of orifice（mm） 6.4 Orifice diameter（mm） 1.6 Working fluid 0# diesel Fuel density（kg/m3） 855 Fuel viscosity（Pa·s） 3.4 Fig.1 Schematic diagram of the nozzle flow visualization system Experimental results and discussion 3.1 Analysis of cavitating flow development Fig. 2 shows the cavitation variations happened during the experiments.
International Journal of Thermal Sciences 2013, 70: 132-143
International journal of heat and fluid flow. 30(2009) 768-777
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Fluid Model Simulation of DC Glow Discharges BAHOUH Hanene 1,a, REBIAÏ Saida 1,b, BOUANAKA Fouzi 1,c and SAHLI Salah 1,d 1Laboratoire de Microsystèmes et Instrumentation (LMI), Département d'électronique, Faculté des sciences et technologies, Université Mentouri de Constantine, Algérie ah_bahouh@yahoo.fr, bs_rebiai@yahoo.fr, cfouzi.bouanaka@yahoo.fr, dsahli50@hotmail.com Keywords: Fluid model, charged particles, finite differences, potential plasma.
Introduction Plasma Enhanced Chemical Vapour Deposition (PECVD) is nowadays a key sector of the industrial production of silicon-based films, which is an important material in modern microelectronics devices, notably transistors, computer chips and solar cells.
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