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Nuclide U Transport in Radioactive Waste Disposal Field with Weak Permeable Media Yinger Deng1, 2, a, Wei Zhang3, b and Yingzi Chen2, c 1State Key Laboratory of Geohazard Prevention and Geoenvironment Protection, Chengdu University of Technology, Chengdu 610059, China; 2College of Environment and Civil Engineering, Chengdu University of Technology, Chengdu 610059, China 3Geo-Environmental Monitoring Central Station of Guangdong Province, Guangzhou 510510, China; adengye6789@sina.com, b2250656391@qq.com, c2623600828@qq.com Keywords: nuclide U transport, radioactive waste disposal field, weak permeable media, geological engineering.
The results can provide evaluation of engineering safety of nuclide U transport in the field with scientific basis.
It involves geological engineering and geotechnical engineering.
Li and Kang et al. [8, 9] researched geochemical engineering barrier used in radioactive waste disposal.
The results can provide evaluation of engineering safety of nuclide U transport in the field with scientific basis.

A Study on Effect of PFA on Stabilized Material Using Direct Shear Test Shakri M.S.1,a, Hafez M.A2,b Adnan M.A3,c 1,3Faculty of Civil Engineering, University Teknologi MARA 40450 Shah Alam Selangor, Malaysia. 2Faculty of Civil Engineering, University Tenaga Nasional 43000 Jln Ikram-Uniten, Kajang Selangor, Malaysia.
Thus, finding the solutions and methods of recycling these waste materials are needed, as it can be used as one of the materials in construction projects, engineering purpose or stabilizing process.
Inventi Impact: Civil Engineering. (2011) [3] K.
Peck and G Mesri in: Soil Mechanics in Engineering Practice.
Journal of Geotechnical and Geoenvironmental Engineering.

Response and Parameter Analysis of Reinforced Retaining Wall Under Earthquake Loading Liang Jia College of Civil Engineering; Lanzhou University of Technology, P.R.China, 730050 jialiang1949@163.com Keywords: Reinforced Retaining Wall, Numerical Analysis, Response and Parameter Analysis.
Engineering situation FEM model is built in consideration of the cooperation and interaction among backfill soil, panel and reinforcement strip.The backfill soil is simulated by nonlinear static and dynamic elastic-plastic model; the reinforcement is simulated by the dual-phase enhanced linear elastic-plastic model which can describe the intensified features of the reinforcement; the interaction of soil and retaining structures is simulated by the friction-element.A certain wall is 6.0 m high.Concrete rectangular panel is 1.0 m high and 1.5 m wide.
Acknowledge This research is supported by National Natural Science Foundation Project(grant number: 509781295) and Alumni Foundation of Civil Engineering 77, Lanzhou University of Technology(TM-TJ-1001).
Engineering and Applied Sciences, 2009, 2(3): 565-572.

Analysis and research on reinforcement and reconstruction method of adding shear wall for multi-story frame structure Chengqing Liu1, Junjun Li1, Chi Chen1, Zhibin Tu2, Xiaodan Sun1, Bin He3 1 School of Civil Engineering, Southwest Jiaotong University, Chengdu, China; 2 Research Institute of Structural Engineering, Zhejiang University, China; 3 College of Civil Engineering, Tongji University, Shanghai, China Keywords: storey-adding and reinforcing, frame structure, shear wall, anti-seismic performance.
References [1] National standard of the People's Republic of China (GB50011-2010) [S], Beijing: China Building Industry Press, 2010,In Chinese; [2] Li Guoqiang, the seismic design of building structures [M], Beijing: China Building Industry Press, third edition,In Chinese; [3] Li Qiao, Zhao Shichun the Wenchuan Earthquake Engineering Damage Analysis [M], Southwest Jiaotong University Press,In Chinese; [4] Shen PuWen, concrete structural design principle [M], Higher Education Press,In Chinese.

Seismic performance research of connections of prefabricated wall and beam in-plane MENG Xian-hong, CHENG Pei-yan School of Civil Engineering Shenyang Jian Zhu University, Shenyang 110168, China chengpeiyan87@126.com Keywords: fabricated structure; seismic performance; prefabricated wall beam node Abstract: The paper introduces a method for connecting fabricated shear wall with beam in a plane by sleeve, and uses the finite element software to analyze and compare the seismic performance of precast wall beams node and cast wall beam node.
Journal of Structural Engineering, 2004,130(2): 297-309
Earthquake Engineering ＆ Structural Dynamics, 2008, 37(14):1677-1702
Journal of Civil Engineering,2012, 45(1)：69-76

Study on Reinforcement Scheme of Foundation Underpinning Technology for Accident Buildings in Loess Region Yuding Hu1,a, Yan Wang2,b 1Xi’an University of Architecture and Technology, Xi’an 710055, China; 2Key Laboratory of Structural Engineering and Earthquake Resistance.
Yet, if the true cause of them could not be founded, or it wasn’t analyzed comprehensively, all these cases will lead to the failures of the Underpinning reinforcement engineering, even outsmarted oneself.
· There are ancient tombs, holes, civil air defense and so on which may cause the ground subsidence and thus give rise to serious damage to the buildings
Through the practical materials, the lift-up method, the pile underpinning method, the lift-up and pile underpinning method, which not only could dispose the engineering disease, but also they have the advantage of economical and short construct cycle.
Underpinning calculation of engineering design and construction(First edition) [M].

The Finite Element Analysis of Waste Fiber Recycled Concrete Column Compression Performance Jinghai Zhou1,a Qingzhe Lin2,b,Yuncong Shu2,c 1Energy Conservation Institute, Shenyang Jianzhu University, Shenyang, Liaoning, 110168, China 2School of Civil Engineering, Shenyang Jianzhu University, Shenyang, Liaoning, 110168, China a 476088880@qq.com b1025130233@qq.com, c 447600765@qq.com, Keywords: Waste Fiber Recycled Concrete, Compression Performance, Ultimate Bearing Capacity, Finite Element Analysis Abstract: Through the ABAQUS software to simulate the compression performance of waste fiber recycled concrete column of the different fiber length and amount of fiber volume under the monotonic load, the ultimate carrying capacity and load - concrete strain curve of waste fiber recycled concrete eccentric compression column are concluded, and compare them with experimental results.
The large-scale finite element analysis software provides an important tool for structural engineers to study on nonlinear analysis of component, structure and material[1].
Test on compression performance of recycled concrete column [J] .Structural Engineers 2006,(22); 2-3 [4] Li Tingting .
Journal of information technology in civil engineering and architecture, [J]2010,(2); 1-4

Finite Element Analysis of Damping Plate for the Airbag Vibration Damper Jinlong Wang College of Civil Engineering, Weifang University, Weifang ,China wjl006908@163.com Keywords: Vibration Damper; damping plate; finite element; ANSYS Abstract.
It is one of the senior CAD tools in the design of modern product. [2],such as Pro / Engineer, Alogor, I-DEAS, AutoCAD, etc.
It is widely used in machinery manufacturing, automobile transportation, national defense, aerospace, shipbuilding, civil engineering, geology and mineral resources, water conservancy, railway, nuclear, petrochemical, light industry, electronics, household appliances and other general industrial and biomedical sciences studies [3].
Beijing: China Machine Press.(2010) [4] ChaoHui Zhang and ShuKui Li ANSYS 11.0 finite element analysis theory and engineering application [M].

Chang: DUCTILE CAPACITY OF RC BEAM-COLUMN ASSEMBLES SUBJECTED TO REVERSED CYCLIC LOADING, First European Conference on Earthquake Engineering and Seismology, Geneva, Switzerland (2006), pp. 45-54
Oh: Strength deterioration of reinforced concrete beam-column joints subjected to cyclic loading, Engineering Structures, Vol. 31, No. 9 (2009), pp. 2070-2085
Of Civil Engineering, University of Texas, (1987), 164pp
[10] Shiohara, H. (2001), New Model for Shear Failure of RC Interior Beam-Column Connections, Journal of Structural Engineering, Vol. 127, No. 2, pp. 152-160
O. (1981), Shear Strength of RC Beam-Column Connections, Journal of Structural Division, Proceedings of the American Society of Civil Engineers, Vol. 107, No.

It has been successfully used by geotechnical engineers in land reclamation projects to accelerate the rate of consolidation using prefabricated vertical drain (PVD) [1] [2] [3] [4] [5].
Acknowledgements The work described in this paper has been fully supported by the National Natural Science Foundation (Project No.51208023) and Open Research Fund Program of Beijing Higher Institution Engineering Research Center of Structural Engineering and New Materials, Beijing University of Civil Engineering and Architecture).
Geotechnical and Geological Engineering: an international journal, Springer 26(4): 417-430
Proceedings of the Institution of Civil Engineers, Geotechnical Engineering 62(1): 13-20