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Influencing factors on slope stability Engineering geological conditions.
In journal: Chinese Journal of Rock Mechanics and Engineering.
In journal: Chinese Journal of Rock Mechanics and Engineering.
[9] W.Li: Ansys Civil Engineering Application.
In journal: Journal of Geotechnical and Geo-environmental Engineering ASCE.

Finite Element Analysis of Vibrating Frequency for Skew Slab Bridge Based on Finite Strip Thought Meiliang Yanga, Guiyun Xiab and Jianren Zhangc School of Civil Engineering and Architecture, Changsha University of Science and Technology,Changsha,Hunan,410004,China ayangmeiliang@163.com, b xiagy72@163.com, c jianrenz@hotmail.com Keywords: Skew Slab Bridge; Parallel Thin Slab Element; Finite Strip Thought; Frequency; Impact Effect Abstract.
Also this element has good performances of convergence, high precision and reliability, which can be applied to engineering structures analysis
[4] XIA Gui-yun, YU Mao-hong, LI Chuan-xi et al: Journal of Traffic and Transportation Engineering,2009,9(4):1-5.
(in Chinese) [5] XIA Gui-yun, YU Mao-hong, LI Chuan-xi,et al:.Engineering Mechinacs,2010,27(3):30-37
(in Chinese) [14] WANG Xin-mian: Numerical analysis of engineering structure by Ansys.

Composite material, especially advanced composite material plays an important role in new material area, which improves the development of high technology modernization in military and civil areas.
Usually, most common plastic strengthened by carbon fiber can substitute the engineering plastics, which may improve the using level.
[12] Zhang Yanmei, Lu Chunhua, Xun Guohua, Gu Jianyu, Liu Yue, Wang Jian: Engineering Plastics Application Vol. 53 (2006), p. 41-43
[14] He Hongwei, Li Kaixi, Sun Guohua, Gu Jianyu, Liu Yue, Wang Jian: Engineer Plastic Application, Vol. 5(2009), p. 17-20
[17] Chen Guangli, Gen Haoran, Chen Junhua, Li Hui, Zhang Fen: Material Engineering, Vol. 5(2006), p. 160-164

Biological Treatment of Poultry Slaughterhouse Wastewater by using Different Fibers Nur Nasuha Ahmad Puat1, Hamidi Abdul Aziz1,2* 1School of Civil Engineering, Universiti Sains Malaysia, 14300 Nibong Tebal, Penang, Malaysia 2Solid Waste Management Cluster, Engineering Campus, Universiti Sains Malaysia anurnasuhaahmadpuat@gmail.com, bcehamidi@usm.my Keywords: slaughterhouse wastewater, sequencing batch reactor, fiber Abstract.
This plant is located about 104 km from USM Engineering Campus.
The traveling time from JSTP to USM Engineering Campus is 1 h.
Chemical Engineering Research and Design, 89 (2011) 1136–1143
Canadian Agricultural Engineering, 42 (3) (2000) 139-146

Determination of Critical Height of Slope Filled by Red-bed Soft Rock under Seismic Loading WU Guo-xiong 1, a, CHEN Xiang-shou 1, b, DING Jing-sheng 1, c and DING Wang-fei 2, d 1School of Civil Engineering & Architecture, Chongqing Jiaotong University, Chongqing 400074, China 2Vocational College of Architecture Engineering, Chongqing 400039, China awgx_ph.d@163.com,bhuixiao850109@163.com, c13883693697@163.com, ddingwf03120401@163.com Keywords: Red-bed soft rock; fill slope; finite element; seismic loading; stability factor; critical height Abstract.
References： [1] LIU Hongshuai: submitted to Engineering Mechanics Institute, Seismological Bureau of China (2006) [2] Clough R W, Chop ra A K: J.
ASCE vol.92 (EM2) (1966), p.197-211 [3] WU Zhaoying, BAO Jingshan, LIU Hongshuai: Journal of Disaster Prevention and Mitigation Engineering vol. 24(3)(2004), p. 228-241 [4] LIU Hanlong, FEIKang, GAO Yufeng: Rock and Soil Mechanics vol. 24(4) (2003), p. 553-560 [5] Griffiths DV and Lane P A: Geotechniuqe vol. 49(3) (1999), p. 387-403 [6] Dawson E M.
Roth W H and Drescher A: Geotechnique vol. 49(6) (1999), p. 835-840 [7] LUAN Maotian, WU Yajun, NIAN Yankai: Journal of Disaster Prevention and Mitigation Engineering vol. 23(3) (2003), p. 1-8 [8] ZHENG Ying-ren; ZHAO Shang-yi; SONG Ya-kun: Journal of Logistical Engineering University vol. 3 (2005), p. 1-6 [9] ZHENG Yingren; ZHAO Shangyi: Chinese Journal of Rock Mechanics and Engineering vol. 23(19) (2004), p. 3381-3388 [10] YANG Zicheng; DENG Weidong; XIA Wei: submitted to Chongqing Jiaotong University (2008)

The Bottom-up Underpinning Construction Technology for Base Isolation Reinforcement of the Existing Masonry Structure Fu You Zhang1,a , Meng Pei 1,a, Li Jun Mao2,a and Yu Yong Dong1,b 1Hohai University ,College of Civil and Transportation Engineering, Nanjing 210098, China 2NanJing University of Aeronautics and Astronautics, College of Aerospace Engineering, Nanjing 210016, China afypp007@163.com, b463042111@qq.com, c13913958843@163.com, d563362956@qq.com Key words: Base isolation reinforcement, Etabs, Bottom-up underpinning technology Abstract.
For this reason, the State Council begin to carry out the national primary and middle school safety engineering to encourages the use of solution , damping, and other new technology to improve the comprehensive ability of seismic disaster mitigation of the buildings.
The average value of 7 maximal response values under earthquake action is taken as final results of time-history analysis, and it is capable for engineering design.
According to the “seismic design code”, for the 350mm isolation bearing of this engineering project, the corresponding horizontal displacement limited value is 193mm.
It is believed that this isolation reinforcement technique will play an important role in primary and middle school buildings safety engineering and has a good development and application prospect.

Study on slaking particle distribution characteristics of Carbonaceous Mudstone Hongyuan Fu 1,a , Gongke Zhou 1,band Ling Zeng2,c 1 School of Traffic and Transportation Engineering , Changsha University of Science & Technology, Changsha 410014,China 2 School of Civil Engineering and Architecture, Changsha University of Science & Technology, Changsha 410014,China aFuhy1@163.com,b254858781@qq.com, c 362491876@qq.com Keywords: carbonaceous mudstone;slaking;particle size distribution;slaking mechanism Abstract.
Reference: [1]He Manchao，Jing Haihe，Sun Xiaoming.Engineering mechanics of soft rock［M］.
(in chinese) [2] ZHAO Minghua,LIU Xiaoming,SU Yonghua.Experimental studies on engineering properties of red material containing slaking rock[J].Chinese Journal of Geotechnical Engineering, 2005, 27(6); 667－671.
Characteristics of water-rock interaction of red-bed sand and its application to engineering in Southwest Shandong[J].Journal of Engineering Geology,1999,9(3):266 271.

(in Chinese) [3] Wei Liu, Jie Li, in: Structural Engineers, 2002, (3):56-61.
(in Chinese) [4] Zhiguo Sun, Bingjun Si, Dongsheng Wang, Xun Guo, in: Earthquake Engineering and Engineering Vibration, 2008, Vol7, No.4: 403-414
[5] Weichen Xue, Bin Cheng, Jie Li, in: Earthquake Engineering and Engineering Vibration, 2003, 23(1):78-83.
(in Chinese) [6] Limei Zhang, Shunbo Zhao, Chengkui Huang, in: Engineering Mechanics, 2005, 22(3):166-171.
(in Chinese) [8] Luxiang Meng, Xuekang Tao, Jianguang Guan, Fuquan Xu, in: China Civil Engineering Journal, 2006, 39(3):10-36.

Research on Numerical Method for Fluid-Structure Interaction in Engine Blades Zhen Tan1,2,a, Peng Zhang1, Guangyu Du1, Bangchun Wen1 1 School of Mechanical Engineering and Automation, Northeastern University, Shenyang, 110819 China 2 Shen Yang Broadcasting And TV University, Shenyang, 110003 China a E-mail: tanz_hen@yahoo.cn Keywords: Fluid-structure interaction, CFD, CSD, Engine blades, Numerical analysis method Abstract: A numerical analysis method for fluid-structure interaction (FSI) to analyze engine blades dynamic response was presented.
Introduction Among the many scientific and engineering fields, the objects of study are set out by the various types of physical loads in the structure, such as: aerodynamic loads, thermal loads, electrical loads, etc., in order to get more accurate results, different kind of subjects need to be coupled with, mainly on account of the coupling of two or more the result of the interaction between physical fields.
Fluid-structure interaction problems because of its cross-cutting characteristic, and various engineering fields, such as civil, aerospace, marine, power, marine, petrochemical, mechanical, nuclear, geological and biological engineering have a relationship with it.
Especially, the fluid damping is included in the right item of the equation (3), it is not in the damp matrix C. 2 Mathematical Model of the Fluid Dynamics (CFD) For the turbulence simulation, the RANS (Reynolds-Averaged Navier-Stockes) method is used in engineering calculations currently，the basic idea is to substitute the instantaneous values of density, velocities, enthalpy, scalar property, and so on with their mass-weighted mean and fluctuating quantities into the governing equations and taking the time average, the system of equations known as the Favre-Averaged Navier-Stockes equations can be established to approach the Reynolds equation for solution[8].
The method of Fluid-structure Interaction Based on Multi-level Grid Technology [J],Ship engineering, 2009,31(1):64-74 [2] Cao L.

Calculation for Torsion Strength of Prestressed Concrete Beams Based on Fixed-angle Softened Truss Model Kebin JIANG1,a Yong DING1,b Yawen LIU1,c Feng ZHENG1,d 1 Engineer Institute of Engineering Corps, PLA Univ. of Sci.
Journal of Structural Engineering. 1990(11), 116(11):3206-3226 [3] Samir A.
Engineering Structures. 2009,31:1944-1954 [8] Jung-Yoon Lee, Sang-Woo Kim.
Journal of Structural Engineering. 2010(5): (Accepted) [9] Roonnie R.
Publication No. 74-06, Department of Civil Engineering, University of Toronto. 1974 (3):88