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Deformation behavior and dynamic stress response of high railway embankment under cyclic load Yongli Du1-2, a, Yuliang Lin1,b and Guolin Yang1,c 1School of Civil Engineering, Central South University, Changsha, China 2Hunan Provincial Communications Planning, Survey & Design Institute, Changsha, China a413032895@qq.com, blinyuliang11@163.com, cyangguolin6301@163.com Keywords: deformation; dynamic stress; railway embankment; cyclic load; FLAC3D.
Li: Chinese Journal of Rock Mechanics and Engineering, Vol. 21 (2002), p. 1408-1414
Gong: Chinese Journal of Geotechnical Engineering, Vol. 22 (2000), p. 238-242
Chen: Chinese Journal of Geotechnical Engineering, Vol. 29 (2007), p. 1742-1747
Li: Chinese Journal of Rock Mechanics and Engineering, Vol. 28 (2009), p. 4027-4033

Debris as Resources Applied in Wild Creeks Remediation Work Su Miau-Bin1, a *, Lin Yu-Shu1, b and Chen Jun-Yang1, c 1Department of Civil Engineering, National Chung Hsing University, Taichung 402, Taiwan, ROC.
Application of the mixing land improvement engineering method along Hewang River: i.
Therefore, this study selected the common ratios for construction engineering to design the engineering ratios in various testing areas.
Fig. 4 The process of In-situ Mixing Method (Premix) Compression results of the mixing land improvement engineering method.
The mixing land improvement engineering method is a method that requires a more even mixing, as compared with soil cement.

The Mechanism of TBM Cutter Wear in Mixed Ground Gao MingZhong1,a, Li Chao2,b, and Shi XiangChao1,c 1State Key Laboratory of Hydraulics and Mountain River Engineering, Sichuan University, Chengdu 610065, China 2 Beijing school of mechanics & civil engineering, China university of mining &Technology, Beijing, 100083, China a gaomingzhong@163.com, b budui46@hotmail.com , c sxcdream@163.com Keywords: Cutter wear, TBM, Sandy cobble stratum.
This paper has adopted the engineering analog method and theoretical research to study the mechanism of cutter wear.
By engineering analog method and theoretical research, the main reason of cutter wear was gain.
The different standpoint has been presented, but most of them will simplify the forces for the purpose of design or analysis because they are too complex to apply to engineering.
Department of Building and Construction Engineering, NTNU[J], 1998

It will be of great significance to further improve China's subway security level, promote a combination the research of earth fissures with engineering practice, and promote further innovation and breakthrough of the disaster prevention of the ground fissures and disaster prevention and mitigation of the underground engineering.
Conclusion With the construction of major engineering like the Xi'an subway, ground fissure-stratum- metro tunnel dynamic interaction and its disaster control are becoming inevitable and important scientific problems in the study on underground engineering.
To carry out the relevant research in China can further improve study level of urban underground engineering and promote innovation and breakthrough of the research on ground fissures and underground engineering.
China Civil Engineering Journal. 1990, 23(2): 21-28
Chinese journal of rock mechanics and engineering 2005, 24(10): 1746-1750

Crack pattern and ductility of steel reinforced ultra high strength concrete composite joint subjected to reversal cycle load YAN Changwang1,2,a , JIA Jinqing 1,b , Zhang Ju2,c 1 School of Civil and Hydraulic Engineering, Dalian University of Technology, Dalian 116024, China 2 Inner Mongolia University of Technology,Huhhot 010062, China a ycw20031013@126.com, b keyknown@163.net, c zhangju_bt@126.com Keywords: seismic damage; ductility; steel reinforced ultra high strength concrete composite joint; reversal cycle load Abstract.
The experimental results indicated that test parameters of the steel reinforced ultra high strength concrete composite joint with good seismic performance may be referred for engineering application.
Engineering Structures, 1996,18(11):850-854 [2] Li Z X, Zhang X S, Ding Y.
Journal of Engineering Mechanics, 2005,22(1):182-186(in Chinese) [4] Chou C C, Uang C M.
Journal of Structural Engineering, 2007, 133(1),96-104 [5] Kanno R.

Airport Access Road Traffic Demand Estimation Seongho Kim1, a, Wonho Suh1, b, and Jungin Kim 2,c 1Department of Transportation and Logistics Engineering, Hanyang University ERICA Campus, 55 Hanyangdaehak-Ro, Sangnok-Gu, Ansan, South Korea 426-791 2School of Civil and Environmental Engineering, Stanford University, Stanford, California, 94305, United States of America aseongho@hanyang.ac.kr, bwonhosuh@hanyang.ac.kr, cjikim07 @stanford.edu Keywords: Traffic Estimation, Airport Access Road, Traffic Demand, Incheon International Airport.
For most traffic engineering studies, traffic flows are usually analyzed and evaluated on hourly basis.
Study Objective and Scope For most traffic engineering studies, traffic flows are usually analyzed and evaluated on hourly basis for design and planning.
This model can be applied in the engineering, traffic operation, and planning fields.

For this reason, virtual simulation technology is made full use in building energy-saving and made practical engineering application analysis, a new method will be sock in building energy-saving design.
It is widely used in the field of engineering and scientific research.
Application of the Virtual Simulation Technology in Building Energy Saving To cover public energy-saving consciousness’s weakness and energy-saving knowledge insufficient of status, relying on traditional media (newspapers, radio, TV, etc) to propaganda building energy saving ideas to national civil services, real estate developers and the general public(especially in the Government sector) is not enough.
This project is to explore the application of the virtual simulation technology in energy-saving architecture design phase, in the follow-up study, can be combined with building information modeling, virtual simulation technology applied in construction engineering life cycle.
American Society of Agricultural Engineers,1977,17-17 [5] Smooth.

Scherbina1,e 1Department of Computer Science and Applied Mathematics, Research-Educational Center of Computational Simulation, Moscow State University of Civil Engineering (MGSU), 26, Yaroslavskoe Shosse, 129337, Moscow, RUSSIA a, b, c, d, e niccm@mgsu.ru Keywords: Numerical simulation, dynamic substructures synthesis methods, nuclear power plants (NPP), ANSYS Mechanical, ABAQUS Standard\Explicit, STADYO, ASTRA-NOVA Abstract.
Contemporary finite element software application packages (universal – ANSYS, ABAQUS – and self-engineered – STADYO, ASTRA-NOVA products) are used for justification of nuclear power facilities.
Dynamic substructure synthesis methods enunciated in the present article and implemented in certain software allow one to correctly solve problems, arising during intuitively engineering coupling of the subsystems models.
These software application packages contain the special options for imports and exports of the reduced influence matrices (stiffness matrix, mass matrix, damping matrix and load matrix) in text formats and in compact binary files as well in order to provide possibilities, in particular, for joint development and advanced analysis of complex multifactor dynamically loaded engineering structures and buildings.
Creation, research, development and application of substructures "database" (stiffness matrix, mass matrix, damping matrix and load matrix, "individual" loads of standard elements, details and assemblies) are rather effective for large-scale construction projects, objects of mechanical engineering and quiet natural in the spirit of integration with CAD.

The results show that the finite element model can reflect the static performance of combined truss and can carry out the affective parameters analysis, which can offer theory evidence for engineering application of combined truss.
In combined truss with steel tube and concrete filled steel tube, the concrete-filled steel tube joints can improve the bearing capacity and the steel tube joint can satisfy the requirements of deformation, which have obvious advantages in the engineering application.
Fig. 5 Von-Mises stress of joint A in compressive chord Truss A0 Truss A1 Truss A2 Fig. 6 Von-Mises stress of joint E in tensile chord Conclusions Through the analysis on static performance of three trusses, the following conclusions are obtained:（1）Joint failures were occurred in all three trusses and the failure modes was punishing shear damage, but the failure place was changed by the concrete filled in chord. (2) The ultimate bearing capacity of three trusses were all controlled by joints, concrete filled in steel tube can enhance effectively the strength and stiffness of joint, so that the bearing capacity of truss were enhanced and the whole deformation were decreased. (3) In combined truss with steel tube and concrete filled steel tube, the concrete-filled steel tube joints can improve the bearing capacity and the steel tube joint can satisfy the requirements of plastic deformation, which have some obvious advantages in the engineering
Journal of Structural Engineering, ASCI, 1995,123(3): 458~467
Journal of Architecture and Civil Engineering, 2007, 24(2): 36-42.

Study on Shrinkage of Concrete Based on BP Neural Network Tiecheng Wang1, 2,a, Quanmin Peng1,3,b , Wenliang Liu 1,c and Lifeng Feng 1,d 1School of Civil Engineering, Tianjin University, Tianjin 300072, China 2Key Laboratory of Coast Civil Engineering Structure Safety (Tianjin University), Ministry of Education, Tianjin 300072, China 3Tianjin Institute of Urban Construction, Tianjin 300384,China awangtiecheng@eyou.com, bease_p@126.com, cxilihutulwl@126.com, dflfbo@yahoo.com.cn Keywords: Natural Environment; Shrinkage; BP Neural Network; Prediction; Numerical Simulation Abstract.
Simultaneously, the optimal mix proportion of concrete is successfully predicted by orthogonal experiment of numerical simulation method, so that it provides reference to the control of concrete shrinkage for the engineering structure.
The materials were come from the engineering construction site.
While recalling, and for practical engineering use, the network can yield better results at lower error level.
Schneider: Earthquake Engineering and Structural Dynamics.