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Inverse Identification of Heat Boundary Conditions for 2-D Anisotropic Coating Structures Huanlin Zhoua, Husha Han, Changzheng Cheng and Zhongrong Niu School of civil Engineering, Hefei University of Technology, Hefei 230009, China ahuanlin_zhou@163.com Keywords: coating, inverse problem, BEM, TSVD, anisotropic material.
Additionally, inverse engineering problems are increasingly becoming important in engineering.
Engineering Analysis with Boundary Elements 1997;20:123-33
Engineering analysis with boundary elements, 2001, 25: 115-128.

Flow Velocity of Nature-Like Channel Embedded with Stones Jin-Hong Kim1, a 1Department of Civil, Environmental and Plant Engineering, Chung-Ang University 84 Heukseok-Ro, Dongjak-Gu, Seoul, Korea ajinhkim@cau.ac.kr Keywords: flow velocity, nature-like, bypass channel, Rouve equation, eddies, turbulences Abstract.
Previously, it has been made of hard-engineered materials; however, engineers have given more attentions to nature-like types recently [1].
Journal of Hydraulic Engineering, ASCE, 117(5), (1991), pp. 1054-1058 [3] S.
Ecological Engineering, 16, (2001), pp. 425-433.

A Safety Evaluation Model of Large Space Building Based on AHP Algorithm Sun Huiying1, 2, a, Wang Jia1, 2,b ,Xiao Zenan3,c 1 Beijing University of Civil Engineering and Architecture, Beijing, 100044, China 2Beijing Engineering Research Center of Monitoring for Construction Safety,Beijing,100044,China 3China Academy of Building Research, Institute of Building Fire Research, No.30 Beisanhuandonglu.Beijing, 100013, China ashyclove@163.com, b wangjia@bucea.edu.cn,cxiaozn@126.com Keywords: AHP; Large space building; Safety degree Abstract.
References [1] GB50016-2006 Code for Fire Protection Design of Tall Buildings (2006) [2] Evangelos Triantaphyllou: Using the Analytic Hierarchy Process for Decision Making in Engineering Applications, Inter’l Journal of Industrial Engineering, Vol. 2, No. 1, 35-44. (1995) [3] M.E.
Harrison: Application of the Analytic Hierarchy Process to Riparian Revegetation Policy Options, Management and Policy, 2(3): 441-458.(2003) [4] Zhang Xiaojin: A Research on Construction Safety Management Performance Evaluation Model Based on AHP, Oriental enterprise culture, No. 4, 34-35. (2012) [5] Huang Haoran, Yu Shouhua: A Synthetic Fuzzy Evaluation Based on AHP and its Applications, Value Engineering No.1, 21-24. (2007)

Effects of sample preparation methods on tensile strength of red clay Zhaotian ZENG1,2,a , Haibo LU1,2,b , Jinjin ZHANG2,3,c and Yanlin ZHAO1,2,d 1 Guangxi Key Laboratory of Geomechanics and Geotechnical Engineering, Guilin University of Technology, Guilin 541004, China 2 Research Institute of Preventing and Mitigating Disasters, College of Civil Engineering, Guangxi University, Nanning 530004, China 3 Guangxi ECO-engineering Vocational and Technical College, Liuzhou 545004, China azengzhaotian@163.com, blhb@glite.edu.cn, czhangjinjin@163.com, dzhaoyanlin@glite.edu.cn Keywords: red clay; sample preparation methods; tensile strength; layer interfaces Abstract.
Introduction The tensile strength of clay is an important mechanical property which is closely related to many engineering problems, such as the fissure of soil mass, the failure of slopes, the crevice of core wall in earth-rock dam, and so on.
Chinese Journal of Geotechnical Engineering May, 379-380. (2000) [2] J.F.Zheng, W.Ma, S.P.Zhao,et al.m Development of the specimen-preparing technique for remoulded soil samples.

Study On The Static Performance Of Sand Washing Tower Based On ANSYS Jianghua Lv1, a,Jiapeng Shi2,b ,Weihua Zhuc,Feng Zhu,and Chang Yan 1 Port Coastal And Offshore Engineering, Hohai University, Nanjing,Jiangsu, 210098, China 2 Civil And Transportation Engineering, Hohai University, Nanjing,Jiangsu, 210098, China a limensilv@gmail.com, b shijiapenghhu@126.com, cweihua_zhu@126.com Keywords: ANSYS, Static Characteristic,Condition Checking Abstract.
Journal of Hydraulic Engineering, 2007 (1): 36-40
Wuhan University: Engineering Science, 2005, 36 (6): 22-26
Water Conservancy and Hydropower Engineering, 2009, 40 (5): 35-38.

Simulation and analysis of deep excavation and loading by using FLAC3D Kai Cui1, Xue Kai Pan1, Zhong Cheng Ling1 1 School of Civil Engineering, Southwest Jiaotong University, Chengdu, Sichuan, China cuikai80@hotmail.com, pankai729@126.com, 526255259@qq.com Keywords: Deep foundation pit, PLAXIS, Operation condition.
Suitable engineering measures should be adopted in foundation pit design based on reasonable evaluation by analyzing the influences of foundation construction on surrounding environment [1].
Foundation pit engineering develops towards deeper and larger scale under the rapid development of high-rise buildings and underground constructions [2].
The authors acknowledge the financial support of the National Natural Science Foundation of China (41002105), and the Project Sponsored by the Scientific Research Foundation for the Returned Overseas Chinese Scholars (State Education Ministry) References [1] Liu, J.H., Hou, X.Y.: Manual Book for Foundation Ditch Engineering.
Chinese Journal of Geotechnical Engineering, 32(supp.1), 181--185 (2010) [3] Zhao, Y.L.: Numerical analysis of differential settlement deformation of building around foundation pit.

The effect of the chemical osmosis on the solute transport in Geosnythetic Clay Liner Liu Lei1,a*, Xu Shuchao2,b, Li Jiangshan1,c, Zhao Ying1,d 1State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, Hubei ,430071, P.R.China 2 School of architecture and Civil Engineering, Shenyang University, Shenyang, Liaoning 110044, China alliu@whrsm.ac.cn, b xusuchao@163.com, cljshyq1314@163.com, dyzhao@whrsm.ac.cn *Corresponding author Keywords: solute transport, Geosnythetic Clay Liner, chemical osmosis, breakthrough Abstract.
Introductioin Geosnythetic Clay Liner has the good capacity for preventing permeation and deformation to retard the solute emission as a key barrier, has been widely used in the engineering, including MSW landfill, reservoir and seawater invasion[1-3].
Journal of Geotechnical and Geoenvironmental Engineering, 2(2002), p.97-106 [2] Malusis M A , Shackelford C D.
Journal of Geotechnical and Geo- environmental Engineering, 130(5) (2004) , p.477-487 [6] Pauline Rousseau-Gueutin, Vincent de Greef, Julio Goncalves, et al.

Wind Pressure Distribution on a Large-Span roof Structure Qinhua Wang 1, a, Biqing Shi 1,b and Lele zhang 1,c 1Department of Civil Engineering, Shantou University, Shantou 515063, China aqinhuawang@stu.edu.cn, bbqshi@stu.edu.cn, c11llzhang2@stu.edu.cn Keywords: Wind tunnel test, Wind pressure distribution, Large span roof structure Abstract.
Typically it is found that falls into the range of 3.5 to 4.5 in wind engineering problems.
Journal of Wind Engineering and Industrial Aerodynamics. 100(1): p. 1-18
Journal of Wind Engineering and Industrial Aerodynamics, 1997. 66(2): p. 155-168
Journal of Wind Engineering and Industrial Aerodynamics, 1999. 83(1-3): p. 277-288

Apte2, d 1 Department of Mechanical Engineering, Indian Institute of Technology, Mumbai, 400076, India 2 Department of Electrical Engineering, Indian Institute of Technology, Mumbai, 400076, India adivyanshu41@gmail.com, bprahladkr001@gmail.com, cppdate@me.iitb.ac.in, dapte@ee.iitb.ac.in Keywords: valve stem, buckling, bending, design of experiments, orthogonal array, control factors, longitudinal deformation, transverse deformation, safety factor Abstract: Acceptable variations in the length of the valve stem, in a conventionally manufactured valve, give room to the possibility of the stem to buckle and get jammed in the guide.
Columns in civil structures fail due to buckling Thermal heating may also lead to buckling and lead to failure as in the case of railway tracks.
Callister, Material science and engineering: An introduction, Wiley, 2006, pp 144 [2] Egor P.
Popov, Engineering mechanics of solids, 2nd edition, Prentice Hall, 1998, pp 60-96 ch-2, pp 574-600 ch-11 [3] Stephen P.
Taylor, High pressure fluid emergency shutoff valve, US Patent 5,067,511, 1991 [10] Madhav S Phadke, Quality Engineering Using Robust Design, Prentice Hall, 1989, chapters 3, 4 and 5

Research on the movement mechanism of pulp surging from tailings dam-break Xiaofei Jing 1, a 1 College of Safety Engineering, Chongqing University of Science and Technology, Chongqing, China; aemail: xfjing1983@gmail.com Keywords: Tailings impoundments engineering; Dam break; Tailings pulp concentration; Movement mechanism.
Many scientists and engineers employ themselves in tailings dam-break and acquire many achievements (B.Yuan,2008 [6], Blight G E,1997 [7],M.
Mining Engineering (1996) [3] Mc Dermott R K, Sibley J M.
Mineral Resources Engineering (2000) [4] Fourie A B, Blight G E, Papageorgiou G.
Proceedings of the Institution of Civil Engineers Geotechnical Engineering (1997) [8] M.