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Steady Seepage Analysis of the Filled Channel Slope with Anisotropy Xuliang Yang1, a, Richen Ji1, Wenwen Bai1, Xi Chen1 1School of Civil Engineering, Lanzhou Jiaotong University, Lanzhou,730070 ayangxuliang8@126.com Key words: Middle Route of South-to-North Water Transfer Project; permeability coefficient; seepage field; stratified slope; ANSYS Abstract: Middle Route of South-to-North Water Transfer Project main canal is grand supplied channel, it has the high requirements for transfer water reliability, so seepage control is particularly important for the channel slope along canal.
Channel slope before rolling should be timely flatten, and strive to spread the material evenly flat, especially prevent inadequate rolling, excessive rolling and rolling oversight issues.
Chinese Journal of Underground Space and Engineering. 2010, 6(1):174-178(In Chinese) [2] Changxi Mao.
Chinese Journal of Geotechnical Engineering. 2011, 33 (8):22-26(In Chinese) [5] Yuanyuan Zhang.

A Study on wear reliability of mechanism based on performance degradation CAI Jing*， Xu Yi-ming LIN Hai-bin (Civil Aviation College, Nanjing University of Aeronautics and Astronautics, Nanjing 210016, China) *caijing@nuaa.edu.cn Key words: performance degradation, machine, wear quantity, wear reliability Abstract: Because mechanism always has the characteristic of high-reliability, long-life and small-sample, performance degradation theory is adopted to study the wear reliability of mechanism.
With the example, the performance degradation reliability method and the traditional reliability method are compared, and it is proved that the proposed method is more reasonable and effective, and has important engineering application value.
Chinese journal of mechanical engineering.2004.3(40):182-185
[6] Che Jianming, study on the experiment and the criterion for designing self - lubricating bearing of c/cu composite material[J].
Lubrication engineering, 2001.4:41-43

Experimental Study on Shear Strength of Gravel Silty Clay from a Post-earthquake High Slope Ping Yang1, Zhanyuan Zhu 1, 2, a,*, You Mo2, Bing Teng3 and Zuyin Zou2 1 Information and Engineering Technical College, Sichuan Agricultural University, Ya'an , Sichuan 625014, China 2 Urban and Rural Construction College, Sichuan Agricultural University, Dujiangyan, Sichuan 611830, China 3Chongqing Creation Vocational College, Yongchuan, Chongqing 402160, China a zhuzyuan910@163.com, * Corresponding author Keywords: gravel silty clay, shear strength, experimental study, 5.12 Wenchuan Earthquake Abstract.
To casualties, property loss, facility damage as well as appearance change of the mountains and rivers, one of the key reasons was lots of landslides [1, 2].
Daju Mountain Niufei Village The other side of the high slope of Daju Mountain Accumulated area of landslide debris Fu River Fig.1 The post-earthquake high slope of Daju Mountain in Niufei Village, Pingtong Town, Sichuan Province Experimental section Experimental material.
References [1] HUANG Runqiu, LI Weile: Chinese Journal of Rock Mechanics and Engineering Vol. 27, NO.12 (2008), P.2585 (in Chinese)
NO. 8 (2011), p. 200 [3] XU Chong, DAI Fuchu, CHEN Jian, TU Xinbin, XU Ling, LI Weichao, TIAN Wei, CAO Yanbo and YAO Xin: Journal of Remote Sensing Vol. 13, NO. 4 (2009), P. 745 [4] LI Yusheng, HUNG Runqiu: Chinese Journal of Rock Mechanics and Engineering Vol. 28, NO.7 ( 2009), P.1370 (in Chinese)

Mechanical Analysis of Enclosure Pile under Different Constraints Li Guo1,a, Pengli He2,b and Guangjun Zhang3,c 1Luoyang Institute of Science and Technology, Luoyang, Henan, 471023, China 2Luoyang Institute of Science and Technology, Luoyang, Henan, 471023, China 3 Xingtai Polytechnic College, Xingtai, Hebei, 054000, China agldrmj@126.com, bhpl7609@126.com, czhgj2001@163.com Key words: foundation pit, enclosure pile, restrained condition, stability Abstracts.
Introduction Now，the construction condition of the urban construction is limited by the surrounding buildings, and the construction sites of it is smaller, especially the municipal engineering.
The design is that enclosure pile diameter is 1m, material is concrete which elastic modulus is 30×104MPa [2], length of pile is 30m, the embedded depth is 10m.
With the situation of engineering practice, the common supporting condition on the pile top include free supports, hinged supports, fixed supports and vertical fixed supports.
Vol. 24 (2007), p. 46, in Chinese [4] Liyong Xu, Jiangu Qian, Junzhan Liao: Chinese Journal of Underground Space and Engineering.

Design and Implementation of Ship Through Lock in River Management System Based on RFID Qing Hu a, Lianshi Lin b and Yuping Qui c School of Information engineering,GuangDong University of technology,GuangZhou,510006 ahuqing@gdut.edu.cn, bgduthq@21cn.com, cgduthq@163.com Keywords: RFID Tag; RFID reader; Ship Lock Management System Abstract.
The river port city has invested substantial human and material resources to speed up the pace of information network construction and investment in science and technology.
System security mainly for data security, this is a software application development is the key to success.
,Q., “Applications of RFID in a SCOR-model Driven Enterprise Production System”, IEEE 17th International Conference on Industrial Engineering and Engineering Management, pp. 501-505, 2010

Influence of defects on elastic buckling properties of single-layered graphene sheets Bao-Long Li1, Li-Jun Zhou2, Jian-Gang Guo1,* 1Tianjin Key Laboratory of Modern Engineering Mechanics, School of Mechanical Engineering, Tianjin University, Tianjin 300072, China 2School of Mechanical Engineering, Tianjin University of Technology and Education, Tianjin 300222, China *Corresponding author: guojg@tju.edu.cn Keywords: Graphene; Buckling stress; Chirality; Stone-Wales defects; Vacancy defects.
Furthermore, it is known that both material production processes and chemical treatment may introduce structural defects in graphene, such as Stone-Wales (SW) type defects, vacancy defects, adatom defects and dislocation like defects, etc.

A Method of Die Surface Compensation after Spring Back Prediction in Sheet Metal Forming Xiaoda Li, Xianghui Zhan Department of Mechanical and Electrical Engineering, Zhuhai College of Jilin University, Zhuhai, 519041, China liliabc0185@sina.com Keywords: spring back, die surface compensation, R S coordinate mapping method, surface fitting, numerical simulation, bi-cubic B spline surface interpolation Abstract.
Therefore, besides how to predict the spring back more accurately with numerical simulation technology, compensation algorithm is a key in the study of spring back compensation.
In another word, how to amend the shape of mold with the predicted spring back and how to convert CAE (Computer Aided Engineering) data format into CAD (Computer Aided Design) which is convenient for numerical control machining after compensation are very critical.
Performance parameters of the stamping parts material: Yield Strength, Hardening Index n＝0.248, Hardening Coefficient, Young's modulus, Blank thickness t＝0.5mm.
[4] L Wu, “Tooling mesh generation technique for iterative fern die surface design algorithm to compensate for spring back in sheet metal stamping,” Engineering Computations, 1997, 14(6), pp630

The Refinement Algorithm of Blank Outline Based on One-Step Inverse Analysis Jia-Kai Zhou1, a, Yi-Dong Bao1, b, Wan-Lin Zhou1, c *, Jing Cui2, d and Hui-Ting Wang3, e 1 Jiangsu Key Laboratory of Precision and Micro-Manufacturing Technology, Nanjing University of Aeronautics and Astronautics, Nanjing 210016, China 2 Shanghai Aircraft Manufacturing Co., Ltd., Shanghai 200436, China 3School of Metallurgical Engineering, Anhui University of Technology, Maanshan 243002, China azhoujk@nuaa.edu.cn, bbaoyd@nuaa.edu.cn, czhouwl@nuaa.edu.cn, dcjcmee@sina.com, ehtwang@ahut.edu.cn Keywords: One-step inverse analysis, Outline, Sheet metal forming, Refinement Abstract.
The mechanical properties of material are as follows: Young's modulus: E=207.0 GPA, Poisson's ratio: v =0.3, stress-strain curve:, anisotropy ratio: R0 = 1.4, R45 = 1.45, R90 = 2.05, yield stress: σs= 250.1 MPA.
Batoz, et al, Finite element procedures for strain estimations of sheet metal forming parts, International Journal for Numerical Methods in Engineering. 30 (1990) 1385-1401
Fan, Blank shape design for sheet metal forming based on geometrical resemblance, Procedia Engineering. 81 (2014) 1487-1492

., Beijing 100088, China 2 CCCC Highway Bridges National Engineering Research Centre Co., Ltd., Beijing 100088, China 3 Chang’an University, Xi’an 710064, Shanxi, China awangxwyj@126.com, btangl03@126.com, cwcs2000wcs@163.com, dliugao77@vip.163.com Keywords: Orthotropic steel bridge deck, trough-to-deck plate joint, fatigue test, fatigue strength.
Welding material adopts electrode, flux and welding wire matching base metal and satisfying national standards.
Fig.2 Trough structure size and edge preparation (Unit: mm) Fig.3 Sequences of welding troughs to deck plate Fatigue test The test was carried out in bridge and tunnel key laboratory of Chang’an University.
Journal of Bridge Engineering 16(4) (2008), p.492-499 [7] Paul A.
Fisher, et al: Full-Scale Fatigue Tests of Steel Orthotropic Decks for the Williamsburg Bridge: submitted to Journal of Bridge Engineering, ASCE 11(6) (2003), p. 323-333 [8] Zhi-Gang Xiao，Kentaro Yamada，Samol Ya, et al: Stress analysis and fatigue evaluation of rib-to-deck joints in steel orthotropic decks : submitted to International Journal of Fatigue 30 (2008), p.1387-1397 [9] C.S.

Development and Application of Mining Spares Management Information System Gong Pengwei1,a, Wang Lihui2,b 1Gong Pengwei, College of Safety Science and Engineering, Liaoning Technical University, Fuxin, Liaoning, China 123000 2Wang Lihui, Liaoning University, Shenyang, Liaoning, China 110000 a Email: zhougong800@msn.com, b Email: wanglihui2010@yahoo.com.cn Key Words: Spares Management; BS Framework; Database; Management Information System Abstract.
It is a complicated systematic engineering to adjust relation between spares supply and equipment maintenance demand so as to realize inventory management target which is “satisfying equipment maintenance demand with the least inventory to the largest extent”.
References [1] Sun Zhiwei, Zhang Zhaoxiang, Rationalization Issue of Material Inventory of Coal Enterprises [J], Coal China, (2001), 27(1)
[5] Zhang Haifan, Software Engineering Introduction [M], Beijing: Tsinghua University Press, (2003)