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The example of high salinity coking wastewater reclamation and reuse project Huang Qi1, 2,a, Gao Chao2,b ,Li Huanhuan2,c ,Yuan Yifang2,d and Hu Fengping* 1China University of Geosciences, No.29 College Road, Haidian District, Beijing, China 100083 2School of Civil Engineering and Architecture, East China Jiao Tong University, No.808 Shuanggang east street, Nanchang city, Jiangxi province, China 330013 ahuangqi731@gmail.com, bgaochao26@126.com, chuan7029@126.com, d826747906@qq.com Keywords:Coking Wastewater; Reclamation and Reuse Abstract.
Engineering situation Water quality and quantity.
The design quantity of engineering was 340m3/h.
Engineering Example for high-salt Coking Wastewater Reclamation and reuse project provides a reference.
Water & Wastewater Engineering. 2012,38(8):64-47.

Systems Engineering-theory & Practice Vol. 13 (1993), p. 38-41 [2] Chang Ming, Ma Shoufeng.
Journal of Systems Engineering Vol. 22 (2007), p. 412-418 [3] Shao Fei, Deng Wei, Yi Fujun.
Systems Engineering-theory & Practice Vol. 26 (2006), p 73-79 [6] Xu Xiaoyan, Wang Yu, Zhang Bin.
Systems Engineering-theory & Practice Vol. 27 (2007), p. 41-46 [7] Yang Ming, Gao Yong, Liu Hongzhi.
Journal of Systems Engineering Vol.27 (2009), p. 90-95 [8] J.A.K.

Experimental Study to Calibrate Monotonic Micromechanics-Based Fracture Models of Q345 Steel Fangfang Liao2, a, Wei Wang1, 2, b and Yiyi Chen1, 2, c 1State Key Laboratory for Disaster Reduction in Civil Engineering, Shanghai 200092, China 2Department of Structural Engineering, Tongji University, Shanghai 200092, China afangfang1983hn@163.com, bweiwang@tongji.edu.cn, cyiyichen@tongji.edu.cn Keywords: Fracture; Micromechanical model; Monotonic loading; Parameter calibration.
Blume Earthquake Engineering Center, Stanford University, California, 2004
Prediction of ductile fracture in steel moment connections during earthquakes using micromechanical fracture models. 13th World Conference on Earthquake Engineering, Vancouver, B.C., Canada, 2004, Paper No. 297
Journal of Structural Engineering 2006; 132(12): 1907-1918
Journal of Structural Engineering 2007; 133(5): 656–664.

The Behaviours Of Steel Fiber As Main Reinfocement In High Performance Slurry Infiltrated Fiber Reinforced Concrete Mustaqqim Abdul Rahim1, 2, Zuhayr Md Ghazaly1, 2 Ragunathan Santiagoo 1, 2 and Shahiron Shahidan3 1School of Environmental Engineering, Universiti Malaysia Perlis, 02600 Arau, Perlis, Malaysia. 2Center of Excellence Geopolymer and Green Technology (CEGeoGtech), School of Materials Engineering, Universiti Malaysia Perlis (UniMAP) P.O.
Box 77, D/A Pejabat Pos Besar 01000, Kangar, Perlis, Malaysia. 3Faculty of Civil and Enviromental Engineering, Universiti Tun Hussein Onn, 86400, Batu Pahat, Johor, Malaysia. 1, 2mustaqqim@unimap.edu.my 1, 2zuhayr@unimap.edu.my 1, 2raguna@unimap.edu.my 3shahiron@uthm.edu.my Keywords: Steel fiber, slurry infiltrated fiber reinforced concrete, hooked-end fiber and load-deflection.
The addition of steel fibers significantly improves many of the engineering properties of mortar and concrete, notably impact strength and toughness.
ACKNOWLEDGEMENT The author wish to acknowledge the support from School of Enviromental Engineering, University Malaysia Perlis and Center of Excellence Geopolymer & Green Technology (CEGeoGTech), School of Materials Engineering, Universiti Malaysia Perlis, Malaysia.

Structural Response Analysis of Highways under Heavy Loads Ke-Hao Zeng1, a, Run-Hua Guo2, b and Hong-Xue Li3, c 1,2Department of Civil Engineering, Tsinghua University, Beijing 100084, China 3China State Construction Engineering Corporation, Beijing 100000, China az.kh@163.com, bguorh@tsinghua.edu.cn, cli_hongxue@chinaconstruction.com Keywords: permanent deformation; subgrade soil; high-speed heavy traffic load; finite element analysis; road performance Abstract: As China's economic development, substantial growth in traffic, the importance of subgrade in road construction is escalated.
Structure Size and Material Parameters According to Specifications for Design of Highway Asphalt Pavement (JTJ014-97) and several engineering cases, the authors define the structure size and material parameters of the model which are shown in Table 1 Table 1 Structure size and material parameters Layer Material Thickness Poisson Ratio Internal Friction Angle Cohesion Compressive Modulus Density (cm) (°) (Mpa) (Mpa) (kg/m3) Upper Layer Medium Gravel Concrete 4 0.25 - - 1400 2200 Middle Layer Large Gravel Concrete 6 0.25 - - 1200 2200 Lower Layer Large Gravel Concrete 8 0.25 - - 1000 2200 Base Cement Stabilized Rubble 30 0.25 - - 1400 2100 Subbase Cement Blended Soil 20 0.27 - - 500 1750 Subgrade Soil 400 0.35 22 50 60 1400 Dynamic Load Model of Vehicles Vehicle loads can be regard as point loads or circular distributed loads when the vehicle is static, moving constant loads when it’s moving on a perfectly flat surface, and dynamic loads containing impact loads when it’s moving
Chinese Journal of Rock Mechanics and Engineering, 2006, 3450-3452
China Municipal Engineering, 2002, 10-11
Chinese Journal of Underground Space and Engineering, 2007, 357-358

The Experimental Study of the Soil Thermal Conductivity Based on the Analysis of Actual Internal Fabric Xiaozhao Li1,a, Liang Cao1,b, Lin Xiao2,c , Gaofeng Zhao3,d 1NJU-ECE Institute for Underground Space and Geoenvironment, School of Earth Sciences and Engineering, Nanjing University, Nanjing 210093, P.R.China 2Geological Survey Institute, Guangdong Nonferrous Metals Geological Survey Bureau, Guangzhou 510080, P.R.China 3Rock Mechanics Laboratory, Ecole Polytechnique Fédérale de Lausanne (EPFL), Lausanne CH-1015, Switzerland alixz@nju.edu.cn, bbingshimoya@126.com, cellaxiao@163.com, dgaofeng.zhao@epfl.ch Keywords: thermal conductivity; soil fabric; SEM images; back analysis Abstract.
For example: in the environmental control system of closed underground infrastructure, such as the subway; in the underground constructions related to heat flux propagation [1], civil engineering which needs the application of heat insulation; design and placement of oil and natural gas pipelines as well as radioactive waste disposal facilities [2]; embedding manners for cable burial; foundation improvement technology which takes advantage of heating and freezing instruments; deep exploration and mining of coal, oil, natural gas and medium-high or medium-low temperature geothermal resources; determination of shallow geothermal fields [3]; capacity designing rationalization of the ventilation and cooling of mining thermal environment and so on [4].
LeRoy: Geothermics, Vol.29 (2000), p.637-p.670 [4] Fethi Albouchi, Mourad Fetoui, Fabrice Rigollet, Mohamed Sassi, Sassi Ben Nasrallah: International Journal of Thermal Sciences, Vol.44 (2005), p.1090-p.1097 [5] Progelhof R C,Throne J L,Reutsch R R: Polymer Engineering and Science, Vol.16 (1976), p.615-p.625 [6] Murakami E G,Okos M R: Food Properties and Computer Aided Engineering of food Processing Systems.
Inyang, Y Cai: Engineering Geology, Vol.78(2005), p.89-p.94 [12] X Xiao, LR TAO, DC Xi, G Ma: Journal of Engineering Thermophysics, Vol.28(2007), p.319-p.321, in Chinese.

Mechanics Comparison between Hollow Floor and Solid Floor Haitao LI 1, a, Deeks A.J.2,b , Lixin LIU 3,c , Xiaozu SU4,d and Dongsheng HUANG1,e 1 Department of Building Engineering, Nanjing Forestry University, Nanjing, China, 210037 2 Faculty of Science, Durham University, Durham, England, DH1 3LE 3 Department of Civil Engineering, Zhengzhou University, Zhengzhou, China, 450002 4 Department of Building Engineering, Tongji University, Shanghai, China, 200092 alhaitao1982@126.com, ba.j.deeks@durham.ac.uk, cliuli_xin@126.com, dxiaozusu@mail.tongji.edu.cn, edshuang@njfu.edu.cn Keywords: Hollow floor, Solid floor, Comparison Abstract.
These values, however, were not based on an experimental study, but on the engineering practice used at the time.
B-Z Reinforced Concrete Cellular Plate for One-Way and Two-Way Stress Directions for High Loads and Large Spans, Engineering Design Brochure,1965
ANSYS Structural Engineering Numerical Analysis.

Seismic Damage Model for Steel Reinforced High Strength and High Performance Concrete Frame Joints Shansuo ZHENGa, Lei ZENG b, Lei LIc, Shunli CHEd and Liang ZHANGe School of Civil Engineering, Xi'an University of Architecture and Technology, Xi'an 710055, China a zhengshansuo@263.net, bzenglei28@126.com, clilei1004@163.com, d cheshunli@126.com, egztrzl@126.com Keywords: Steel Reinforced High Strength, High Performance Concrete, Frame Joint, Seismic Damage.
In the field of engineering, a structure's bearing capacity depends on material damage, bonding effect and fracture interface effect, as a result the accumulated damage is shown as bearing capacity decline and stiffness degradation in process of loading.
Journal of Structural Engineering, ASCE, Vol. 111, No.4 (1985), p.740-756 [2] Ou Jinping, He Zheng: Seismic damage performance based design of reinforced concrete structures.
Earthquake Engineering and Engineering Vibration, China, Vol. 19, No.1 (1999), p.21-30 [3] Fajfar.P.: Equivalent ductility factors taking into account low-cycle.
Engineering and Structure Dynamics, Vol. 21, No.2 (1992), p.837-848 [4] Panagiotakos T.

The Kinematic Design of 2K Type Planetary Gear Reducers with High Reduction Ratio Long-Chang Hsieh1, a, Hsiu-Chen Tang2,b, Tzu-Hsia Chen2, c, Jhen-HaoGao2,d 1Dept. of Power Mechanical Engineering, National Formosa University 64 WunHua Rd., Huwei, Yunlin 63208, Taiwan 2Institute of Mechanical & Electro- Mechanical Engineering, National Formosa University 64 WunHua Rd., Huwei, Yunlin 63208, Taiwan alochsieh@nfu.edu.tw, bjohn91487@hotmail.com, cson.summer@msa.hinet.net, dhoward412128@hotmail.com Keywords: 2K-2H Type Planetary Gear Reducer, Compound Planet Gear, Kinematic Design, Simple Planet Gear, Train Value Equation.
Wu: Journal of the Chinese Society of Mechanical Engineers Vol. 10 (1989), No. 2, p.153 [3] L.C.
Wang: International Journal of Mechanical Engineering Education Vol.36(2008), No.1, p.16 [15] Long-Chang Hsieh,Tzu-Hsia Chen: Journal of AMR Vol.317-319 (2011), p.2226 [16] Long-Chang Hsieh,Tzu-Hsia Chen: Journal of Advanced Science Letters Vol. 12 (2012), p. 34 [17] Long-Chang Hsieh,Tzu-Hsia Chen: Journal of AMRVol.591-593 (2012), p.2165 [18] Long-Chang Hsieh, Hsiu-Chen Tang: Journal of AMM Vol. 232 (2012), p. 955 [19] Long-Chang Hsieh and Hsiu-Chen Tang, Journal of AMM, Vol. 284-287 (2013), p 979
Popov: Proceedings of the 3rd International Conference on Manufacturing Engineering, Chalkidiki, Greece (2008), p.571 [23] A.
Golenko: Journal of Archives of Civil and Mechanical Engineering Vol. 9 (2009), No. 2, p.39 [24] Takashi Takahashi, U.S.

Error Analysis of Natural vibration characteristic of the diamond wire saw* WANG Fei1,2,3,a HUANG bo1,2,3,b ZHANG Jinsheng1,2,3,c WANG Zhi1,2,3,d ZHANG heng1,2,3,e 1 School of Mechanical Engineering, Shandong University, 2 Stone Engineering technology Research Center ,Shandong Province 3 Key Laboratory of High-Efficiency and Clean Mechanical Manufacture(Shandong University), Ministry of Education, Jinan 250061, China) a jixie_me2011@126.com, b huangbo@sdu.edu.cn, c zhangjs@sdu.edu.cn, d wzhi@sdu.edu.cn, e zhanghengsdu@163.com Key words：diamond wire saw; natural vibration characteristics; complex modal analysis; error analysis Abstract：As diamond wire saw machining device, the vibration characteristics of beaded rope has important implications on the processing quality and the service life.
Introduction Diamond beads sawing machine is using high hardness and high flexibility of diamond beads rope as cutting machining tools, because of its processing technology with high resource utilization, environmental impact little, high processing efficiency, simple construction, can achieve a variety of special-shaped surface processing, large-scale civil engineering field demolition, pipeline construction, such as efficient cutting and a series of advantages, known as the stone, removal and repair of reinforced concrete, glass and other hard brittle materials processing the optimal development of high-tech fields, Glass ect. brittle materials machining optimal development of high-tech field[1-3].
In reference[6-7]through ignoring the bending stiffness, to engineering systerm components of simplified,such as the axial moving strings, cableway, elevator rope, and its vibration characteristics and vibration control for further research.
Diamond& Abrasives Engineering, 2013,33(1):36-42
Journal of Mechanical Engineering. 2006,42(4):96-100