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Which is an applied science that combines the use of engineering design principles with biological and ecological concepts to construct and assure the survival of living plant communities that will naturally control erosion and flooding.
Engineering design principles are applied to build structures that will help protect the communities as they grow to maturity and function as they would in their natural settings.
Soil bioengineering is a discipline of civil engineering.
Whether soil engineering success or failure, vegetation performance is very important initially.
Yarbrough: Environmental and Engineering Geoscience Vol. 8 (2002), p. 247-260

Cables are widely used in electric power and communication engineering, civil engineering and aerospace fields, such as drag and drop system [1-3], mooring system [4], underwater detection [5] and cable laying [6].
To sum up, the cable has wide background of engineering application, and there is a series of important dynamical problems in the application.
Ocean Engineering, 1998, 25(6): 443-463
Journal of Engineering Mathematics, 2000, 38: 13-31
Proceedings of the Institution of Mechanical Engineers, 1999, 213(Part G): 305-319

Application of TEM in Goaf Exploration Shaojie Feng 1, 2, a, Shiguo Sun 1, 2, b, Wenbo Liu 2, c 1 College of Architecture and Civil Engineering, North China University of Technology,Beijing,100144,China. 2 School of Soil and Water Conservation,Beijing Forestry University, Beijing 100083,China.
Exploration program Engineering geology.Fushun coalfield is a Cenozoic time Palaeogene system inland swamp facies sedimentary formation.
Fig.2 is engineering geology distribution map of line 2-2.
Fig.2 Engineering geology distribution map of line 2-2 Exploration program design.
Chinese Journal of Engineering Geophysics, Vol.7(2010) , p. 151.

Journal of Wind Engineering and Industrial Aerodynamics.
Journal of Wind Engineering and Industrial Aerodynamics.
China Civil Engineering Journal (In Chinese).
Journal of Wind Engineering and Industrial Aerodynamics.
Engineering Mechanics (In Chinese).

Study on system complexity of Mega infrastructure projects system - Taking Wuhan East Lake Channel Project as Case Study Wei Chen1,a, Man Zhou1,b ,Kaiman Chen2,c 1School of Civil Engineering and Architecture, Wuhan University of technology, Wuhan, Hubei, China 2Wuhan Britain-China School, Wuhan, Hubei, China aiamhappychen@163.com, bzhouman92@126.com, c1060264474 @qq.com KEYWORDS: mega-infrastructure projects, system complexity, structural equation model, measurement research.
Recently research work showed that mega infrastructure projects were evaluated by the complexity system method[2].To research and manage the complexity of mega infrastructure projects has gradually become the research frontiers of engineering management science.
As is shown in Fig.1, the complexity of project decision-making and environment are exogenous latent variables and the complexity of project objectives, engineering technology, engineering information and system complexity are endogenous latent variables.
Figure 1 Results path From the path graph we can see that the complexity of east lake channel project is very high which mainly depends on the complexity of project decision-making, project environment, engineering technology, project target (0.726, 0.694, 0.637, 0.563), and the influence of engineering information processing complexity is relatively small (0.326).
To a certain extent, the complexity of project decision-making affects the complexity of project target (0.427) and has a decisive effect on the engineering information processing complexity (0.638).

Research on Nonlinear Viscoelastic Creep Characteristic of Frozen Soft Rock of Cretaceous Formation Jie Zhu School of Civil Engineering and Architecture，Anhui University of Science and Technology, Huainan,Anhui,232001,China zhujie_66@126.com Keywords: Cretaceous Formation; Frozen Soft Rock; Creep Compliance; Nonlinear Viscoelastic Abstract: Creep curves at different temperatures and stress-strain isochrones were abtained by using uniaxial creep test for frozen soft rocks of Cretaceous formation.
Serious engineering accidents such as instability of frozen wall appeared during the freezing construction of mine with Cretaceous formation,for the insufficient understanding on mine formation in west.
References [1] Shugang Cao, Jin Bian, Peng Li: Rheologic Constitutive Relationship of Rocks and a Modifical Model, Chinese Journal of Rock Mechanics and Engineering.
Vol.27, Issue.3, 477-486, 2008(in Chinese) [3] Chengxue She: Research on Nonlinear Viscoelasto-plastic Creep Model of Rock, Chinese Journal of Rock Mechanics and Engineering.
Rheological Behaviors of Geomaterials and Their Engineering Applications.

The Dynamic Response of Circular Lining Structure and Multiple Cracks in Half Space under Impact Loading Zailin Yang1,2,a , Meijuan Xu1,b , Baitao Sun2,c 1 College of Aerospace and Civil Engineering, Harbin Engineering University, Harbin, 150001, China 2 Institute of Engineering Mechanics, China Earthquake Administration, Harbin, 150080, China a yangzailin00@163.com,b meijuan242@163.com,csunbt@iem.net.cn Keywords: Scattering of SH wave; Multiple cracks; Circular lining structure; Green's function; Dynamic stress intensity factor Abstract.
Earthquake engineering and engineering vibration. 2003,23(3):41-46
Earthquake engineering and engineering vibration. 2008,28(4):1-5.
(in Chinese) Acknowledgements This Work was Supported by the Foundation of Heilongjiang Fiber Optic Sensors Science and Technology Key Laboratory (Harbin Engineering University)(2008GX05) Figure.2 Figure.3 Figure.4

On the Soil-Structure Interaction Numerical Study of Strengthening Design of Sluice within Mining Subsidence Areas Hong Changa, Junwu Xiab, Hongfei Changc and Fengjie Zhangd State Key Laboratory for Geomechanics and Deep Underground Engineering, School of Mechanics and Civil Engineering, China University of Mining and Technology, Xuzhou ,Jiangsu, 221116, China achanghong@cumt.edu.cn, bxjunw@163.com chonfee@126.com, dfjz@cumt.edu.cn Keywords: Soil-Structure Interaction; Mining Subsidence Areas; Sluice; Strengthening; Finite Element Method.
Kausel: submitted to Soil Dynamics and Earthquake Engineering (2010)
Homand: submitted to Engineering Structures (2003)
Xiao: submitted to Key Engineering Materials (2007)
Wang: submitted to Key Engineering Materials (2010).

Joint’s Connected Forms of Prefabricated Concrete Frame Structure Han Jianqiang1, a, Zhang Jianya1 1 Earthquake engineering research center of Hebei Province, Civil engineering of Hebei United University, Tangshang, China 063009 aE-mail: tshjq@139.com Keywords: prefabricated concrete; frame structure; seismic performance; connection Abstract: With the advance of China's urbanization, the quantity and quality requirements for residential buildings are getting higher and higher, the housing industry is an important way to promote China's urbanization.
Beijing Key Lab of Earthquake Engineering and Structural Retrofit, Beijing University of Technology,100024,Beijing; Hebei University of Engineering, 056038,Handan,He’bei,2006,China [3] Wang.
Beijing Key Lab Of Earthquake Engineering and Structurad Retrofit, Beijing University of Technology , Beijing，2008, China
Beijing Key Lab of Earthquake Engineering and Structural Retrofit, Beijing University of Technology, Beijing 100022;Technical Center, China State Construction Energy Corp, Beijing 101300,China
Beijing Key Lab of Earthquake Engineering and Structural Retrofit, Beijing University of Technology, Beijing 100024.

Study on the stability of large cross-river shield tunnel face with seepage Xilin Lu1, 2, a and Fengdi Li2,b 1State Key Laboratory Breeding Base of Mountain Bridge & Tunnel Engineering, Chongqing Jiaotong University, Chongqing 400074, China 2Department of Geotechnical Engineering, Tongji University, Shanghai 200092, China a xilinlu@tongji.edu.cn, b lfd1519@163.com Keywords: cross-river shield tunnel, face stability, seepage, limit support pressure.
Face stability analysis of plane strain tunnel in limit theorem. in Recent Developments of Geotechnical Engineering, Japanese Geotechnical Society.
Journal of Civil Engineering, KSCE.
Analysis of face stability of shield tunnel under seepage condition. in GeoCongress 2012: State of the Art and Practice in Geotechnical Engineering.
Chinese Journal of Geotechnical Engineering.