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Three Dimensional Structural Analysis of Complex Sluice Chamber Structures Si Hongyun1, a, Chen Min2, b 1 Civil Science and Engineering College of Yangzhou University，Yangzhou，Jiangsu，China 2 Hydraulic Science and Engineering College of Yangzhou University, Yangzhou, Jiangsu, China a cqlshy@126.com, b chenm0812@sina.com Keywords: Finite element, Complex sluice structure, horizontal displacement, piles, calculation model Abstract: This paper mainly introduces how to use the software of Marc to calculate the displacement and stress of the sluice.
It is the third-level control engineering of Fuxin River.
The finite element calculation method can also improve the computation of the engineering problems efficiently and accurately [9]
Study and analysis on sluice Chamber with pile Foundation[J]Journal of Water Resources and Architectural Engineering,2011, 9 (4)：42～43
Journal of Water Resources and Architectural Engineering，2008，6(2)：100～102

Ground Vibration Characteristics for High-Speed Trains on Embankments Yit-Jin Chen1, Song-Wei Lin2 and Yi-Jiun Shen3 1Department of Civil Engineering, Chung Yuan Christian University, Chung-Li 32023, Taiwan 2GeoTech Science Co., 2F., No. 200, Sec. 3, Datong Rd., Xizhi Dist., New Taipei City 221, Taiwan 3Structural Engineering Department II, CECI Engineering Consultants, Inc., No. 323 Yangguang St., Neihu District, Taipei 11491, Taiwan ayjc@cycu.edu.tw, bg9872054@cycu.org.tw, cyjs@ceci.com.tw Keywords: Ground vibration, High-speed trains, Embankments, Influence distance, Propagation.
Furthermore, a convenient assessment model is useful for engineers to first-order predict possible vibration effects in the preliminary design stage.
Han: submitted to Noise Control Engineering Journal (2010) [4] T.
Chen: submitted to Noise Control Engineering Journal (2011) [7] Y.J.
Shen: submitted to Noise Control Engineering Journal (2013)

Detecting method of evaluation index Detection of the thickness of superstratum The common used methods when detecting the engineering structure by nondestructive examination include ultrasonic detection, ballistic echo detection, engineering radar method, sound detection method and surface wave detection method [5].
Principles of geotechnical engineering (Fourth edition) [M].
Chinese Journal of Geotechnical Engineering, 2001, 24(6): 720-723
Civil engineering quality nondestructive testing technique [M].
JOURNAL OF SICHUAN UNIVERSITY (ENGINEERING SCIENCE EDITION), 2005, 37(5): 14-18

Rapid Excavation Research of Half Coal Rock Lane in Liu-wan Mine Renshu Yang1, 2, Wenjun Cao1, Guoqing Liu1, Xiaosheng Bai1, Dongming Guo1,2 1 School of mechanics & civil engineering, China University of Mining and Technology (Beijing), Beijing, 100083, China 2State Key Laboratory for GeoMechanics and Deep Underground Engineering, Beijing, 100083, China Key words: Half Coal Rock Lane, Construction Scheme, Blasting Effect, Excavation Speed Abstract.
Alley of Engineering [M].
Alley of Engineering [M].
Blasting Engineering [M].
Half Coal Crag Lane Formation Engineering Research and Discusses [J].

Research on Influences of Unloading Rate on Rock Damage and Failure under Confining Pressure Unloading Chai Wenge1, a, Li Wenli2,3,b 1The North China University of Technology, Beijing 100144, China 2School of Mechanics & Civil Engineering, China University of Mining & Technology, Beijing Campus, Beijing 100083, China 3City Construction Department, Beijing City University, Beijing 100083, China acwg6613@yahoo.com.cn,bliwenli@bcu.edu.cn Keywords: Confining pressure unloading, Rate, Elastic modulus, Rock strength, Rock damage Abstract.
References [1] Manchao He, Jinli Miao, De-jian Li and Chunguang Wang: Chinese Journal of Rock Mechanics and Engineering Vol.26 (2007), p. 865-876
[5] Gang Wu: The Theory and Practice of Geotechnical Engineering(Dalian University of Technology Press, Dalian 1995), p.228-236
[6] Xiao-ping Zhou, Qiu-ling Ha, Yong-xing Zhang et al: Chinese Journal of Rock Mechanics and Engineering Vol.24(2005), p. 3236-3245
[7] Jingtao Chen, Xiating Feng: Chinese Journal of Rock Mechanics and Engineering, Vol.25(2006), p. 1537-1543.

Variation of Moisture Content and Safety Factor of Silt Subgrade under Rainfall Infiltration Hongbo Zhang 1,a, Xiuguang Song 2,b 1,2School of Civil Engineering, Shandong University, Jinan 250061, China azhanghongbo@sdu.edu.cn, bsongxiuguang@sdu.edu.cn Key words: Silt subgrade; rain infiltration; slope stability; laboratory tests; numerical simulation.
Determination of engineering geological characteristics and eigenvalue of bearing capacity of powder soil [J].Western Exploration Engineering, 2004, 16 (11): 8-9
Test study of failure model of solidified soil slope before and after rainfall [J].Journal of rock mechanics and engineering, 2005, 24 (5): 747-754
Journal of railway science and engineering, 2007, 4 (2): 19-23
Relationship between shear strength parameters and saturation of reshaped unsaturated clay [J].Journal of geotechnical engineering, 2003, (S2): 195-198.

Seismic Vulnerability of Buried Water Pipes HALFAYA Fatma Zohra1,a, BENSAIBI Mahmoud2,b, DAVENNE Luc3,c 1,2Department of Civil Engineering, University of Blida, Algeria 3LEME, University of Paris Ouest Nanterre La Défense, France afz_halfaya@yahoo.fr, bbensaibim@yahoo.co.uk, cluc.davenne@u-paris10.fr Keywords: Pipelines; vulnerability; water network; earthquake; lifelines Abstract.
The 14th World Conference on Earthquake Engineering , China, (2008)
Soil Dynamics and Earthquake Engineering (2002); 22: 1199–1208
Engineering and System Safety (2003);80 : 205–210
The 14th World Conference on Earthquake Engineering, China, (2008)

., Ltd, Nanjing, 210017, China 2 International Institute for Urban Systems Engineering, Southeast University, 210096, China 3 Department of Civil Engineering, Meijo University, Nagoya, 4688502, Japan achokt5@gmail.com, bgehanbin@meijo-u.ac.jp, cchunlin@seu.edu.cn Keywords: Steel Bridge, Seismic Evaluation Method, Stiffened Box Section, Fiber Element.
It is clear that the simulation based on the shell element cannot be popular in engineering practice because it is difficult for normal designers.
Usami: Earthquake Engineering and Structural Dynamics, Vol.29 (2000) No.11, pp.1691-1706 [3] T.
Ge: Earthquake Engineering and Structural Dynamics, Vol.29 (2000), No.11, pp.1707-1722 [4] K.
Terada: Journal of Structural Engineering, JSCE, Vol.42A (1996), pp.975-986 (In Japanese) [5] T.

TRB-AR050, AREMA, fib, Visiting Professor of Railways, University of Thessaly, Dpt Civil Engineering, Pedion Areos, 38334 Volos, Greece k.giannakos@ontelecoms.gr Key words: ballasted/ slab track, static/ dynamic stiffness, actions, deflection, dimensioning.
References [1] Hay W., 1982, “Railroad Engineering”, John Wiley and sons [2] Giannakos K., “Loads on track, Ballast Fouling and Life-cycle under Dynamic Loading in Railways”, Journal of Transportation Engineering, ASCE, approved to be published in the Journal, electronically published DOI: 10.1061/(ASCE)TE.1943-5436.0000182, Volume 136, Issue 12, December 2010, pp. 1075-1084 [3] Eisenemann J., Mattner L., “Auswirkung der Oberbaukonstruction auf die Schotter - und Untergrundbeanspruchung”, Eisenbahningenieur 35 (1984) 3
[4] Eisenmann J., Duwe B., Lempe U., Leykauf G., Steinbeisser L., "Entwiklung, Bemmesung und Erforschung des schotterlosen Oberbaues "Rheda"", AET (34), 1979, pp. 23-41 [5] Giannakos K., Tsoukantas S., “Requirements for Stiffness Variation between Slab and Ballasted Railway Track and Resulting Design Loads”, ICASTOR (Indian Centre For Advanced Scientific and Technological Research) Journal for Engineering, January 2010, Vol.3, No 1 (2010) 21 - 35.R.J
Eisenmann [9] Eisenmann J., 2004, "Die Schiene als Tragbalken", Eisenbahningenieur [10] AREMA, 2005, “Manual for Railway Engineering”, Revised Version, June [11] Giannakos K., “Actions on Railway Track”, Papazissis publications, Athens, 2004, English edition [12] Giannakos K., Loizos A., 2009, “Evaluation of actions on concrete sleepers as design loads–Influence of fastenings”, International Journal of Pavement Engineering (IJPE), November 2009, DOI: 10.1080/10298430903402161, Volume 11, Issue 3 June 2010 ,pages 197 – 213
[13] Giannakos K., “Theoretical calculation of the track-mass in the motion of unsprung masses in relation to track dynamic stiffness and damping", International Journal of Pavement Engineering (IJPE), Special Rail Issue “High-Speed Railway Infrastructure: Recent Developments and Performance”, January 2010, DOI:10.1080/10298431003749758, IJPE, volume 11, number 4, August 2010, pp. 319-330

The Study of Introduced Electrochemical Parameters for Corrosion Fatigue Life of Aluminum Xiangqi Meng1a, Zhouying Lin1a 1 School of Naval Architecture, Ocean and Civil Engineering,Shanghai Jiao Tong University ,China, amengxq_sjtu@163.com Keywords: corrosion fatigue; S-N curve; aluminum alloy 7075; etched surface current intensityn life.
So we need to search a transformed method both laboratory and engineering.
The testing results showed that the testing data have a good application in engineering field.
Materials Science & Engineering A, 2010(527):3852-3856
Materials Science & Engineering A, 2001(319):578–582.