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Flexural Vibration in a Binary Phononic Crystal Thick Plate with a Point Defect Zongjian Yaoa, Guilan Yub, Yuesheng Wang and Jianbao Li School of Civil Engineering, Beijing Jiaotong University, Beijing 100044, P.R.
It may be useful to vibration control in engineering structure.
In practical engineering applications, the most widely used is the thick plate.
It may be useful to vibration control in engineering structure Acknowledgements The work is supported by China National Science Foundation under Grant No. 10632020 and the German Academic Exchange Service (DAAD) under Grant No.

3-D Numerical Study of Mechanical Behaviors of Pile-anchor System Richeng Liu1,2,a, Bangshu Xu22,b, Bo Li1,c, Yujing Jiang1,d 1 Graduate School of Engineering, Nagasaki University, Nagasaki 8528521, Japan 2 School of Civil and Hydraulic Engineering, Shandong University, Jinan 250061, China a email:my1122002006@126.com, b email:xubangshu@sdu.edu.cn c email:libo@nagasaki-u.ac.jp, d email: jiang@nagasaki-u.ac.jp Keywords: pile-anchor system; sensitivity analysis; numerical simulation; FLAC3D Abstract: Mechanical behaviors of pile-soil effect and anchor-soil effect are significantly important in supporting engineering activities of foundation pit.
Their expresses theoretically depicted the relations of maximum displacement and various engineering aspects.
According to the engineering geology, hydrogeology, the surrounding environment and the correlated technical specifications, the foundation pit of station square is designed with pile-anchor supporting system.
Geotechnical engineering, 2002,5(8):55-56.

Three-Dimensional Numerical Analysis of Tunnel Seepage Based on the Iteration Method Fusheng Liu1,a, Guoyuan Xu1,b, Shengbin Hu1,c, Wentong Huang1,d, Min Hu1,e 1School of Civil Engineering and Transportation, South China University of Technology, Guangzhou 510641, China alfs_1981@126.com, bgyxu@scut.edu.cn, c9400272@qq.com, dwthuang@scut.edu.cn, e115398025@qq.com Keywords: Tunnel Seepage, Iteration Method, Numerical Analysis, Saturated surface, ANSYS.
The optimal analysis of the actual conditions should be carried out in engineering practice.
The optimal analysis of the actual conditions should be carried out in engineering practice.
Kitagawa, etc: Analysis of the Past and Lessons for the Future -Erdem & Solak (eds) Taylor & Francis Group, London, (2005) p.77-83 [5] Liying Wang, Weiguo Zhao: Journal of Computational Information Systems, Vol.7(2011), p.160-167 [6] Ali Aalianvari, Homayoon Katibeh, Mostafa Sharifzadeh: Arabian Journal of Geosciences,2010 [7] Zhixi Yang, Linde Yang: Journal of TongJi University, Vol.29(2001), p.273-277 [8] Chuannian Lin, Liping Li, Xingrui Han: Chinese Journal of Rock Mechanics and Engineering, Vol.27(2008), p.1469-1476 [9] Huijun Yang, Mengshu Wang: Chinese Journal of Rock Mechanics and Engineering, Vol.25(2006), p.511-519 [10] Shoude Li, Yueming Zhu, Dehu Cheng: Rock and Soil Mechanics, Vol.30(2009), p.27-32 [11] N.
Boerio: Engineering Geology, Vol.101(2008), p.174-184

Finally, the relationship between vector height and cable force is fitted based on the practical engineering, bedsides, the error is analyzed between design value and measured value, which comes to the conclusion that measured value is good agreement with design value.
Introduction Cableway bridge appeared in the 1960s in China, and has been applied first in terms of military Bridges, turning to civil cableway bridge after mid 1970s, especially in the southwest high canyon in the construction of large hydropower projects ,which are welcomed as a temporary bridge construction.
In this paper, based on engineering rise-span ratio is small, so the parabola method is adopted. 1.1 Equilibrium differential equation Suspension cable shape is determined by the stress, and it is curve under distributed load geometry, as shown in the figure below (Fig.1): Fig.1 Distribution load of cable Fig.2 The force diagram of main cable AB curve expressed by function Take a short cable for free body Then (1) This is the basic equilibrium differential equation of single cable. 1.2 The basic assumptions Cable is ideal for flexible, neither pressure nor by bending.

Dinesh Shanmugam, Senior Mechanical Engineer from THALES Australia and Dr.
Annamalai, Professor and Head / Mechanical Engineering CONVENERS Dr.
Kamaraj, HOD / EEE, SSN College of Engineering, Chennai Dr.
Ramana Gopal, HOD / Civil Engg, SSN College of Engineering, Chennai Dr.
Ganapathy Sundaram, Velammal Engineering College, Chennai Dr.

Dynamic Analysis of Slide Vane Compressor Stator Based on Finite Element Method Wenxue Qian1, a, Xiaowei Yin2 and Liyang Xie1 1School of Mechanical Engineering & Automation, Northeastern University, Shenyang 110189, China, 2Department of Mechanical Engineering, Shenyang Institute of Engineering, Shenyang 110136, China, aqwx99@163.com Keywords: Dynamic analysis, Finite element method, Stator, Slide vane compressor Abstract.
Clough in the 1960s for use in civil engineering by late 1950s, the key concepts of stiffness matrix and element assembly existed essentially in the form used today and NASA issued request for proposals for the development of the finite element software NASTRAN in 1965.
Journal of Engineering Physics and Thermophysics, 75, 1076 (2002)
Chemical and Petroleum Engineering, 39, 421- (2003)
Journal of Mechanical Engineering, 46, 182 (2010)

Overall Performance Merit of Implementation Control System in Expressway Construction Project Kongling Liu School of Architecture & Civil Engineering, Hunan Institute of Engineering, Xiangtan, 411104, China 499972215@qq.com Keywords: Expressway Construction, Implementation Control, Evaluation Index, Overall Performance Merit.
Through by the utilization of the implementation complete set technology which takes the CFPI as the core content, implementation control system establishes the expressway construction management information system which takes the implementation control idea as the guidance and engineering unit information control technology as the foundation to realize consensus of expressway project construction goals, continuous attention, practical implementation and control feedback[1], see in Fig. 1.
Table 2 Security rank and assignment of security objectives achieved degree Security rank determining criterion objectives achieved degree Ⅰ no safety accident，economic loss under 0.4‰ of total engineering cost [0.85～1] Ⅱ safety accident casualty rate under 1％，economic loss under 2‰ of total engineering cost [0.67～0.85) Ⅲ safety accident casualty over under 1％，economic loss above 2‰ of total engineering cost <0.67 ； .
And it is implemented as a conscious normal engineering activity.
[3] M.J.Wang:Research on the Standard Management Technology for Major Engineering Projects[J].Science & Technology Progress and Policy,2010(6): 23-26

Geo-Studio is a powerful, suitable for geotechnical and geo-environmental simulation software, which has been widely used in geological structures, civil engineering, mining engineering, geotechnical engineering, groundwater analysis[1].
In this article ,with an engineering example through the SIGMA / W module and SLOPE / W module limit equilibrium method, finite element stress analysis were used to calculate the overall stability of the landslide.
Engineering example 3.1 Project Overview The landslide distributes at K237 +100 ~ K238 +657 section of the Baoji-Chengdu railway mileage in the alpine mountains, where is high mountains and steep slopes, ravines aspect.
Fig.1: Landslidesectional view Fig.2: Limit equilibrium method results 3.2 Calculation parameter According to the site investigation, the results of laboratory experiments as well as engineering geological analogy, the parameters used to landslide calculation are comprehensively determined.
Wrighta, The accuracy of equilibrium methods of slope stability[J] .Engineering Geology Volume 16, Issues 1-2, July 1980, Pages 5-17 [3] Gui Lei，Yin Kun-long,Zhai yue.

Numerical Simulation Study on Self-settlement Process of High Embankment Yan ZHANG1, a, and Yong WANG2, b 1School of Civil Engineering, University of Science and Technology Liaoning, China, 114051 2Liaoning Provincial Communication Planning &design Institute, China, 110166 alusia_zhang@126.com, blyh_wy@126.com Keywords: high embankment, self-settlement, numerical simulation Abstract.
This theory has been accepted by the geotechnical engineers so far.
References [1] Tao LI, Yiping ZHANG and Tuqiao ZHANG: Chinese Journal of Rock Mechanics and Engineering.
Vol. 24(2005), p. 3282(In Chinese) [2] Yueguang LI and Min NIE: Systems Engineering—Theory &Practice.
Vol. 56(2004), p.96(In Chinese) [8] Tao FENG, Chunlei WANG and Youyi ZHANG: Subgrade Engineering.

Optimization Design of Single Track Railway Tunnel Lining Structure Zelin Niu 1,2,a 1 Chinese Railway Bridge Engineering Bureau Group Co.
China 1School of Civil Engineering,Xi'an University of Achitecture and Technology 710055, Shaanxi, P.
Therefore, investigating the tunnel lining’s thickness influencing the tunnel structure reliability and safety, evaluating the safety of lining structure of tunnel engineering have become the hot research problems[1-2].
In the elasto-plastic analysis of geotechnical engineering, associated flow law is usually employed.
[2] LiuTingjin,Hehua Zhu,Wenqi Ding.Safety analysis of secondary lining of a freeway tunnel[J].Chinese Journal of Rock Mechanics and Engineering,2004,23(1):75-78,in Chinese