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Online since: May 2011
Authors: Shao Ping Meng, Hong Yuan Tang
The material properties of concrete and tendons are tested in site.
(In Chinese) [2] Hong-yuan Tang, Shao-ping Meng, Zhao Liu: Journal of Highway and Transportation Research and Development: 1(2006), p. 56-59.
(In Chinese) [3] Xing-hua Li, etc: China Railway Science: 5(2001), p. 103-106.
Online since: October 2010
Authors: Ling Wan, Feng Wu, Zhang Ming Li, Liang Liang Chen
Acknowledgments The work reported here was supported by the Guangdong Province Nature Science Fund (registered as No.06021462) and the International Cooperation Projects (registered as No. 1011450400007) of Guangdong Provinces, P.R.
Journal of Engineering Geology, Vol. 2 (3)(1994), p.54, in Chinese [3] E.
Viggiani: Strain path controlled shear tests on an analogue granular material.
Online since: January 2013
Authors: J. Fogarty, Sherif El-Tawil
Acknowledgement This material is partly based upon work supported by the National Science Foundation (NSF) Graduate Student Research Fellowship under Grant No.
Lew (2008), “Macromodel-Based Simulation of Progressive Collapse: Steel Frame Structures,” Journal of Structural Engineering, ASCE, 134(7), pp. 1070 – 1078.
Online since: November 2012
Authors: Guang Yue Wang, Jan Wu Zhao
Evaluation Index and Grading Standard Index principles Evaluation Grade A B C D E Geocell I1 Material P1 A B C D E Height P2/ mm 250 200 150 100 75 Soil Nails Spacing P3/ m <1.0 1.0-1.5 1.5-2.0 2.0-2.5 >2.5 Soil I2 Cohesion P1/ kPa >70.0 50.0-70.0 20.0-50.0 10.0-20.0 <10.0 Internal friction angle P2/ ° >40.0 30.0-40.0 20.0-30.0 10.0-20.0 <10.0 Bulk Density P3/ KN/m3 <12.0 12.0-16.0 16.0-20.0 20.0-24.0 >24.0 Permeability coefficient P4/ cm/s 10-8-10-7 10-7-10-6 10-6-10-5 10-5-10-4 10-4-10-3 Compactness P5/% 95-100 90-95 85-90 80-85 75-80 Planting Suitability P6 A B C D E Slope I3 Slope Angle P1/° <25 25-45 45-65 65-75 >75 Slope Height P2/m <3.0 3.0-7.0 7.0-15.0 15.0-20.0 >20.0 Lithology P3 A B C D E Rainfall I4 Rainfall Intensity P1/ mm/h <0.4 0.4-1.25 1.25-5.8 5.8-11.6 >11.6 Rainfall Duration P2/ d <1.0 1.0-2.0 3.0-5.0 6.0-8.0 >8.0 Daily Rainfall P3/ mm <10.0 10.0-30.0 30.0-60.0 60.0-140 >140.0 Curing I5 Quality P1 A B C D E Methods(number) P2/ 5 4 2.0-3.0 1 0 Time P3/d >60 50-60
Acknowledgements This project was supported by the National Natural Science Foundation of China (Grant No.11072133).
Journal of Highway and Transportation Research and Development(application technology), 2008(4), p. 46 [4] X.M.
Online since: May 2014
Authors: Wei Yan Liang
Development of Flash Network Courseware Liang Weiyan ( Jiaying University, School of Education Science, Meizhou, Guangdong, 514015 ) liangweiyan@jyu.edu.cn Keywords:Network courseware; Flash; Development Abstract: Flash is one of multimedia invent software featured with small volume, strong interaction and easy network operation.
_y; } // end of for _root.timu = random(10) + 1; _root.dr = _root.timu; _root.ran(); Embed the sound material (1)Import the sound into the library (2)Execute the menu INSERT> LAYER command, generate a new layer for the sound
Journal of Lanzhou Petrochemical College of Vocational Technology, 2008 (09) [3] Hu Chunya.
Online since: March 2014
Authors: Ming Xiao
While in a wide sense, it points that conserve material stuff, such as land, water, aggregated rock, and energy resources including power and oil plants, etc [1].
Research on the Road Tunnel Longitudinal Ventilation Control Systems [J], China Journal of Highway and Transport, 2001, 14(3): 78-80
SHANXI SCIENCE & TECHNOLOGY OF COMMUNICATIONS, 2005, 4: 41-43
Online since: December 2012
Authors: Yu Lin, Ping Lei, Xiao Dong Zhang
Introduction Slurry pipeline transportation is an important material handling technology and more beneficially gets industry attention and application day by day .Slurry pipeline transportation has many incomparable advantages to other conveying means, but the granule concentration distribution on cross section of pipeline by gravity is always scarce in upper and density in lower part.
Acknowledgements This work was financially supported by the Science Foundation of Guangdong Baiyun University References [1] Jin Wenyu, Li Yongye.
[J] Shanxi water conservancy, 2009.1 [2] Ren Wansen, Zhang Yu, Peng Longsheng.Cross Section Distribution of Grains in the Spiral Pipe Flow with Sands Journal of Taiyuan university of technology,Vol.31 No.1 Jan. 2000 [3] Zhu Ying, Wang Shuli, Shi Xiaojun.
Online since: June 2014
Authors: Feng Lian Qi, Yong Xu Yan, Wei Zhao, Shi Qi Cao
Introduction The strong corrosion resistant of fluorine plastic was chosen as the flow of material about fluorine plastic centrifugal pump, which it was not damaged from strong corrosive medium of any concentration of sulfuric acid, hydrochloric acid, nitrate, aqua regia, alkali, strong oxidizing agent, reducing agent etc for a long-term delivery under various temperature conditions.
The modern design method of water pump.Shanghai science and Technology Press, 2010.
In Chinese [5] Richard B,MedvitzR B,RobertF,etal Performance analysis of cavitation flow in centrifugal pumps using multiphase CFD[J].Journal of Fluids Engineering, 2002, 124(2):377~383.
Online since: December 2012
Authors: Xi Min Liu, Shu Qiang Wang
[5] Changchu Liao: Large and Medium-sized PLC Application Material (Mechanical Industry Press, China 2004)
[6] Xiaogang Zhang, Liang Wang, Chao Zhou, Cunyi Song etc.: Journal of Taiyuan University of Technology.China.Vol.38 (2007), p.256-258
[7] Campisano, A.: Water Science and Technology Vol.45 (2002), p. 95-104.
Online since: October 2014
Authors: Li Mei Wang
In order to manufacture hypoid gear qualified on the machine, the need for multiple cut and try to adjust the processing parameters, this process leads to the waste of human and material resources, but also can not adapt to current market requirements for product development.
With the development of science and technology, the hypoid gear set higher requirements, high speed, heavy load, low noise and high reliability that become the future direction of development.
Synthesis of Design Concepts from a Design for Assembly Perspective Journal of Mechanical Design. 114, 659~666, 2000
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