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Mechanical model of pile-soil work together Sujuan Zhang Civil Engineering School, Shandong Jiao Tong University, Jinan, Shandong, 250023, China Zhangsujuan2007@sina.com Keywords: pile-soil-foundation, mechanical model, the analytic method Abstract.
Integral of Mindlin’s Stress Formula by Mathematics Software and Its Application in Geotechnical Engineering [J].
Geotechnical Engineering Technique, 2008

The Technical and Economic Comparison of Reinforcing Schemes of Stone Arch Bridge Hong Li The School of Architecture & Civil Engineering, Inner Mongolia University of Science and Technology, Baotou, Inner Mongolia, 014010, China hongli_1129@163.com Keywords: stone arch bridge; reinforcing schemes; the technical and economic comparison Abstract.
So we can collect and investigate these commonly used project measures, seek evaluation and suggestions from engineers on applying effect of these measures.
Each indexes was then rated on an reality effect scale of one to ten by experts and experienced engineers.

Subgrade limit bearing capacity calculation using slip line method Qianqian Sun1, a, Taiquan *Zhou 1, b, Xiaojie Gu1, c 1School of Environmental and Civil Engineering, Jiangnan University, Wuxi Jiangsu 214122, China; asunqq_2@126. bzhoutaiquan@163.com cxgyx2007@126.com Keywords: slip line method; bearing capacity of foundation soil; Terzaghi bearing capacity of foundation soil Abstract: Limit bearing capacity of foundation soil was studied in the paper using slip line method.
Therefore, determining the limit bearing capacity of foundation is an urgent problem to engineering practice to solve.
Department of Engineering Science University of Oxford.

Attitude Model Identification for Sub-mini Dual Ducted UAV under Hovering Tongyue Gao, Dongdong Wang, Fei Tao , Hailang Ge Department of Precision Mechanical Engineering Shanghai University P. 0.
Civil UAV system for earth observation[C]. 2007 IEEE International On Geoscience and Remote Sensing Symposium,23-28 July 2007, Barcelona, 2007.5319-5325
Control Engineering Practice,2010 18 209–218
[3] Naldi, Roberto.Design and experimental validation of a nonlinear control law for a ducted-fan miniature aerial vehicle[J], Control Engineering Practice, 2010.747–760

The Preparation and Optical Property of ZnO Thin-Film by Electrospray Yanhuai Ding1, 2,a , Ping Zhang1, 2 , Yong Jiang1, 2 , Fu Xu 1, 2, Jing Chen3 and Hualing Zheng3 a College of Civil Engineering & Mechanics, Xiangtan University, Hunan 411105, China b Institute of Fundamental Mechanics & Material Engineering, Xiangtan University, Hunan 411105, China cCollege of Chemical Engineering, Xiangtan University, Hunan 411105, China a email:yhding@xtu.edu.cn Keywords: ZnO thin-film, Sol-gel process, AFM, Optical properties Abstract.

Dual PD Control of Flexible Smart Structure Based on LQR Algorithm Qu Juntian 1, a, Yang Xiao 1, b and Xiao Yuchen 2, c 1State Key Laboratory of Synthetical Automation for Process Industries, Northeastern University, Shenyang, 110819, China 2Institute of Mechanical Engineering, Dalian University of Technology, Liaoning Dalian 116024, China a1027779334@qq.com, bxyang717@gmail.com, cxyc424@sohu.com Keywords: Flexible Smart Structure; Vibration Control; LQR Algorithm; Dual PD Control Abstract.
Smart structure is an assembly to achieve an engineering function based on the above requirements.
Compared with the advanced and complex control method mentioned above, this paper propose a relatively brief and explicit control method, which is more practical in civil engineering and easier for controller designing.

Numerical Analysis of Construction Ventilation of Long Railway Tunnel in Plateau Area Baolong Lin 1,a , Xiaoyun Jia 2,b 1 Shijiazhuang Institute of Railway Technology, China 2 School of Civil Engineering, Shijiazhuang Tiedao University, China alinbaolong@tom.com, bjiaxiaoyun@tom.com Keywords: Guanjiao tunnel, construction ventilation, air flow field, numerical analysis Abstract.
Project profile Guanjiao tunnel(DK280+570~DK313+275) is the key engineering of the second line of the Qinghai—Tibet projects.
Central South Highway Engineering. 2006, 31(1):50-56(In Chinese) [3]C .Rudin. 10thInternat ional symposium on the Aerodynamics & ventilation or vehicle Tunnels , 2000

Numerical Analysis for Geometry Nonlinear Characters of Laminated Box Beam Columns Yaping Wu 1, 2,a,Jiawei Zhang 2,b, Yuru Zhao 2,c, Yinhui Wang 1,d 1 Ningbo Institute of Technology, Zhejiang University, Ningbo 315100 China 2 School of Civil Engineering, Lanzhou Jiaotong University, Lanzhou 730070 China a yapingwu58@126.com, b zhangjd@mail.lzjtu.cn, c zyru@126.com, d wangyh7244@nit.zju.edu.cn, Key word: numerical analysis, geometry nonlinear characters, laminated box beam column Abstract.
Introduction In the construction of bridges and architectural engineering structures, the thin-walled box beams are widely used [1-4].
With the features of high efficiency, low consumption and good mechanical characteristic, thin-walled composite box beams have been broadly adopted in structural engineering, and its mechanical behavior has became an active research area. [5-7].

Analysis of pore water pressure in specimen under 3D uniform deformation field considering inertia effect Binbin Xu1, a and Toshihiro Noda 2,b 1Tianjin Port Engineering Institution Ltd. of CCCC., Tianjin, China; Key Lab. of Geotechnical Engineering of Tianjin, Tianjin, China; Key Lab. of Geotechnical Engineering, Ministry of Communication, Tianjin, China, 2 Nagoya University, Nagoya, Japan axubinbin@tpei.com.cn, bnoda@i.soil.civil.nagoya-u.ac.jp Keywords: dynamic analysis, inertia term, uniform deformation field, numerical calculation Abstract.

Introduction Elastic wave travel time tomography is one of the important methods of engineering physics survey, it has played a important role in industry testing and resources prospecting[1,2].
Journal of Engineering Geology, 2003,Vol. 11(4), p. 435-439, in Chinese [2] Guohua Liu, Zhenyu Wang, Jian Sun.
China Civil Engineering Journal, 2003, Vol. 36(5),p. 76-81, in Chinese [3]Watanabe T, Sassa K.