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Modeling slope anchor reinforcement using EnhancedDiscontinuous Deformation Analysismethod(EDDA)with Natural Neighbor Interpolation YongZheng Ma1, a,KejianCai1,b,Zhantao Li1,c, ChunXia Song1,d 1School of Civil engineering and architecture, NingBo University of Technology, 315016, China a107723274@qq.com, bnbsckj@sina.com, clzt2002@gmail.com, dsongchunxia623@126.com.
Discontinuous Deformation Analysis—A New Numerical Model for the Statics and Dynamics of Block Systems, PhD Dissertation, Department of Civil Engineering University of California, Berkeley(1988) [2].
PhD Dissertation, Department of Civil Engineering University of California，Berkeley(1993)
International Journal for Numerical Methods in Engineering 50(2001)1~27.

Finite element analysis of the soil pressure in sandy soil at the top of pipe culvert QIyun Cheng1,2, a,Yonggang Li 1, b 1 Taiyuan University of technology, Taiyuan, China 2 Shanxi Engineering Bureau of Hydraulic Construction, Taiyuan, China a13623661562@163.com, blygtysl@163.com Keywords:Finite element analysis,Pipe culvert,Sand,Soil pressure.
Introduction The culvert is a common building in the highway, water conservancy and other civil engineering construction.
But it is rare that the research of earth pressure for specific fill according to the characteristics of the common circular culvert in hydraulic engineering.
Ansys Application Examples in Civil Engineering[M].
Engineering Mechanics, 2008(1)

The study also can solve the problems of housing which has been built to provide references for the study of civil engineers.
An engineering site condition is special,where the above the ground is about 17 meters high soil dust by staggered furnace ash layer arrangement.
The bearing capacity of the foundation is one of the fundamental issues in the field of geotechnical engineering.
These formulas are only suitable for general rock and soil engineering, and the study of furnace ash foundation needs to be discussed further.
Geotechnical engineering technology, 8,(2004),p,23~25

Experimental study of the application of sodium silicate in the windbreak and sand fixation Engineering Jing Sun1, a, Hongbo Liu 2,b, Liqun Zhang 3,c and Yongfeng Xu4,d 1 Dept of Civil Engineering, Hebei Institute of Architecture and Civil Engineering, Zhangjiakou, 075000, China akathy2001joy@126.com, bbo-hong@126.com, czhanliqun5133@163.com, dhh-0002@163.com Keywords: Sodium silicate, Windbreak and sand fixation, Strength, Frost resistant Abstract.
The existing technology of sand fixation in China are mainly engineering stabilization,sand fixation plant,chemical sand fixation and integrated technology of sand fixation.
Compared Fig.1 and Fig.2,we can see that sodium silicate diluted with water to a certain concentration can reduce its viscosity and gel component colloidal particle size,which can make the adhesion of sodium silicate solution better in the sand surface, reducing the thickness of the adhesive.At the same time the contact area of effective components increase in sodium silicate and fluorine sodium silicate.When the Baume degree of sodium silicate is 29,and the content of fluorine sodium silicate is 11%, flexural strength of the block at the age of 96h can reach 1.43 MPa, and the compressive strength can be up to 4.21 MPa, which can meet the needs of the sand protection engineering.

Petersburg State University of Architecture and Civil Engineering, 2-Krasnoarmejskaja ul. 4, St.
Vatin: Properties of the wall structures made of autoclaved cellular concrete products on the polyurethane foam adhesive, Magazine of Civil Engineering, 5(40) (2013), pp. 5-19 [17] A.
Sudakov: Development and verification of multiblock computational technologies for solution of unsteady problems of high building aerodynamics in the framework of URANS approach, Magazine of Civil Engineering, 2013. № 1 (36), pp. 103-109 [19] S.
Zinovyev, Ke-Chin Chan, Tszyun-Ji Myau, 'Tasks and methods of numerical and physical research of aerodynamics of high-rise buildings in a coastal zone "pestilence land"', Magazine of Civil Engineering, 2013. № 2 (37), pp 54-61
Procedia Engineering 57 (2013), pp. 294-301 [22] N.

O.3,c 1Dept. of Civil Engineering Ahmadu Bello University Zaria, Kaduna State Nigeria. 2Dept. of Civil Engineering University of Agriculture, Makurdi, Benue State Nigieria. 3Dept. of Civil Engineering Ahmadu Bello University Zaria, Kaduna State Nigeria.
Gidigasu, Laterite soil engineering pedo-genesis and engineering principles, Elsevier Scientific, Amsterdam, 1976, 554p [2] P.G.Nicholson, V.
Chesner, Waste Glass and Sewage Sludge Frit Use in Asphalt Pavements, Proc., Utilization of Waste Material in Civil Engineering Construction, ASCE, New York, 1992, pp. 296–307
[14] British Standard Institute, Methods of testing soils for civil engineering purposes.
Stenk, Engineering Properties of Crushed Glass-Soil Blends, Geotechnical Engineering for Transportation Projects.

Thrust Line Using Linear Elastic Finite Element Analysis for Masonry Structures VARMA Mahesh1, a, JANGID R S 2,b and GHOSH Siddhartha3,c 1 Nandadeep Building Center, Aurangabad, India 2,3 Department of Civil Engineering, Indian Institute of Technology Bombay, Mumbai, India a mnvarma@nandadeep.org, brsjangid@civil.iitb.ac.in, csghosh@civil.iitb.ac.in Abstract Failure of masonry structures are generally studied in terms of the formation of unstable mechanisms and the thrust line approach is considered to be the most useful tool for this.
The proposed method also allows a structural engineer, who is usually familiar with the finite element analysis, to easily migrate to the stability analysis of masonry systems.
Following are the primary advantages of using this method: • This method is an extension of finite element method, and hence can be readily used by large group of engineers and researchers, acquainted with finite element, to study historical masonry structures without learning new methodology
Journal of Engineering Mechanics, 128, 688-697
Journal of Structural Engineering, 121, 1045-1050

Deflection Control Method Study of Long-span PC Continuous Rigid-frame Highway Bridge Compared With Railway Bridge Xun Wu1, a*, Jianjun Yue2,b , Xianzheng Huang3,c 1, 2, 3Department of Bridge Engineering, Tongji University, Shanghai, China awuxuns@126.com, bjianjun1234588@126.com, c37361815@qq.com Keywords: PC ridge-frame bridges; creep mode; stress state; long-term deflection Abstract.
Then, the whole construction processes of a highway bridge and a similar span railway bridge were simulated by Midas/Civil.
The space models of the two bridges created by Midas/Civil software are shown in Fig.5 and Fig.6.
Bridge Engineering.
[3] China railway engineering consulting group co., LTD.

CARD/1 was developed to enhance the learning experience for highway engineers.
Traffic increases, construction costs, real estate prices, vehicle differences, and environmental and ecological considerations are all challenges that civil engineers face.
CARD/1 is an one-stop software for surveyors and civil engineers specializing in road, rail, sewer planning and GIS.
All applications for civil engineering include: · Engineering and cadastral surveying
Computer Engineering, 2005, 31(12), 196-198

TStatically indeterminate frame, composed of beams and columns, is a widely used structure form in civil engineering.
Furthermore some advises were provided about the reasonable beam-column line stiffness ratio for engineering design.
The purpose was to explore the influence of beam-column line stiffness ratio on the frame bearing capacity and provide certain references for engineering design.
[2] Huanling Meng, Yang Liu, Pusheng Shen: Journal of Railway Science and Engineering, Vol.3 (2006), p. 61-64, in Chinese
[6] Yanxin Tian, Huanling Meng, Bowang Chen: Joural of Railway Science and Engineering, Vol.3 (2006), p. 57-60, in Chinese