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Numerical Simulation of Dynamic Compaction at Dredger Fill Silty Yang Liu1, a, Duo Zhang1,b 1Department of Civil Engineering, University of Science and Technology Beijing, 100083, China aoceanly@gmail.com, b335797685@qq.com Keywords: Dynamic Compaction; Densification; Numerical Simulation; Dredger Fill Abstract.
The generation and dissipation of pore water pressures during soil liquefaction, Earthquake Engineering Research Center, Report No.
[4] Thevanayagam S, Liang J, and Shenthan T.: Contact index and liquefaction potential for silty and gravely soils Proceedings of the 14th ASCE Engineering Mechanics Conference, Austin, Texas, (2000)
ASCE, Vibration problems in geotechnical engineering (1985),p. 229
[7] Meek JW, and Wolf JP: Earthquake Engineering and Structural Dynamics (1993), Vol. 22, p. 649

Application of the R-function theory and variational method for torsion problem with complicated cross-section Shanqing Li1, a , Hong Yuan1, b 1 MOE Key Laboratory of Disaster Forecast and Control in Engineering, Institute of Applied Mechanics, Jinan University, Guangzhou 510632, China alishanqing2008@foxmail.com, btyuanhong@jnu.edu.cn Keywords: R-function theory, variational method, bar with complicated cross-section, torsion problem Abstract.
Introduction Torsion problem appears widely in all kinds of engineering, such as mechanical engineering, civil engineering, etc.
Xu: Solid Mechanics Weighted Residual Method (Mechanics in Engineering), Vol.4(1960) (In Chinese)

Fig. 1 Ship design spiral model This research object is a 15000 ton of civil bulk carrier, our cooperation organization is Zhejiang modern ship design and research company.
Give the matrix to the engineers and managers to comment on and use.
Browning: IEEE Transactions on Engineering Management, Vol. 48 (2001) No.3, pp. 292-306
Thesis of Harbin Engineering University (2003) (in Chinese)
Eichinger, etc: 8th Biennial ASME Conference on Engineering Systems Design and Analysis (2006).

Shake Table Test of Complex High-rise Building Equipped with Torsional Vibration Control Device Bin Zhao1, a, Juan He2,b, Hui Gao3,c and Xugang Chen4,d 1 State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University, Shanghai, China 2Institute of Structural Engineering and Disaster Reduction, Tongji University, Shanghai, China 3Central-south Architectural Design Institute Co.
Ltd, Wuhan, China 4Hydrochina Chengdu Engineering Corporation, Chengdu, China abinzh@tongji.edu.cn, bhejuan-1985@163.com, cgaohui831019@163.com, dchengang456123@163.com Keywords: Shake table test, High-rise building, Complex structure, Torsional vibration control.
Zhao, Recent Advance in Structural Control Research and Application in China Mainland, Earthquake Engineering and Engineering Vibration, 2(1) (2003), p.117-132

Error analysis of lane loading effects on T-girder bridge Liang Dong1,2,a,, Shen Huicai1,b, Li Zishuo1,c 1 School of Civil Engineering, Hebei University of Technology, Tianjin, 300401, China 2Civil Engineering Technology Research Center of Hebei Province, Tianjin, 300401, China aldhebut@gmail.com, b79690892@qq.com, clizishuo123@qq.com Keywords: T-girder bridge; transverse distribution of lane loading; 3D FEM model; error analysis; Abstract.
Introduction A simply supported T-girder bridge is one of the most widely used bridge in our country, the study on its spatial mechanical characteristics has the engineering significance.
Journal of Bridge Engineering. 12(2007) 765-773
Journal of bridge engineering. 14(2009) 472-486

Influence Analysis of Pit Foundation Precipitation to Adjoining Raft Foundation Sun Zongjun1, a, Liu Xiaobin2,b, Wu Yankai3,c and Luan Qianchao2,b 1Shandong University of Science and Technology Resources and Environmental Engineering College, Qingdao, 266510, China; 2Qingdao Kejian Engineering Testing, Identifying and Strengthening Branch Co., Ltd.
Qingdao, 266400, China; 3Shandong University of Science and Technology Civil Engineering and Architecture College, Qingdao, 266510, China asunzongjun@hotmail.com, bliuxiaobin139@163.com, cwuyankai2000@163.com Key words: FLAC3D; pit foundation excavation; raft foundation; stress analysis; the uneven settlement Abstract.
Journal of Geotechnical and Geoenvironment Engineering, ASCE, 1997, 94-99
Journal of Geotechnical and Geoenvironment Engineering, ASCE, 2006, 132(1): 36-44

A Numerical Analytical Method for Singularity Problem in V-type Notch Chao Yang1, a, Zhenhuan Zhou2,b and Xinsheng Xu2,c 1 School of Materials Engineering, Jiangsu Teachers University of Technology, Changzhou, 213001, China 2 State Key Laboratory of Structure Analysis of Industrial Equipment and Department of Engineering Mechanics, Dalian University of Technology, Dalian, 116024, China ayc@jstu.edu.cn, bzhouzh@dlut.edu.cn, cxsxu@dlut.edu.cn Keywords: V-Type Notch, Singularity, Symplectic Method.
Introduction In civil engineering, the structure design of mortises and grooves is used widely where the V-type notch is emblematical one.
A majority of the investigations is concerned with key scientific problems of stress singularity and stress intensity factors for similar engineering.
The Fundamental Equations and Eigensolutions Engineering structures with V-type notch can be is reduced to the plane problem.

Estimation Theory on Cross-sectional Area of Cables in Mega Steel Frame and Cable Bracing Structure Sheng Gu 1,2 ,a, Baijian Tang1,b,* and Fei Wang 1,c 1 Civil Engineering Department, Jiangsu University of Science and Technology, Zhenjiang, China 2 Kunshan Construct Engineering Quality Testing Center, Kunshan, China a514544728@qq.com, b tangbaijian@163.com, c orthotropy@gmail.com *Corresponding author.
Zuo: Engineering Structures, Vol.25(2003),p.1685 [4]Q.
Zhang: Engineering Structures, Vol.32 (2010) ,p.306 [5] B.
Zhu: Engineering Mechanics, Vol.28 (2011),p.143 (in Chinese) [6] S.

Rockburst dangerous area dividing in Guo-tun deep mine Jin-kui LI1, a, Yi-bin WANG 1, b, Yue-bo FAN1,c 1 Academy of Civil Engineering and Architecture, Dalian University, Dalian, China.
Journal of Rock Mechanics and Geotechnical Engineering,2012,(3)
[3] Preliminary engineering application of microseismic monitoring technique to rockburst prediction in tunneling of Jinping Ⅱ project[J].
Journal of Rock Mechanics and Geotechnical Engineering,2010,(3)
Journal of Coal Science & Engineering(China),2010,(2).

Comparison of Linear Interpolation Method and Mean Method to Replace The Missing Values In Environmental Data Set 1Norazian Mohamed Noor, 2Mohd Mustafa Al Bakri Abdullah, 3Ahmad Shukri Yahaya, 3Nor Azam Ramli 1School of Environmental Engineering, Universiti Malaysia Perlis, P.O Box 77, d/a Pejabat Pos Besar, 01007 Kangar.
Perlis, Malaysia. 2School of Material Engineering, Universiti Malaysia Perlis, P.O Box 77, d/a Pejabat Pos Besar, 01007 Kangar.
Perlis, Malaysia. 3School of Civil Engineering, Engineering Campus, Universiti Sains Malaysia, 14300 Nibong Tebal, Pulau Pinang, Malaysia.
References [1] Chapra, S.C. and Canale, R.P., (1998) Numerical Methods for Engineers.