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Dynamic consolidation has been widely used in many engineering fields.
Practical engineering ram spacing is taken as 2m.
In this project, the dynamic compaction plays the greatest benefits, short construction period, which ensure the smooth progress of civil works.
Port Engineering Technology.
Chinese Journal of Rock Mechanics and Engineering.

Study on Blasting Technology and Control Measures of Shallow Tunnel Yulin ZOU1, a, Cong HE1, b 1Key Laboratory of Transportation Tunnel Engineering, Ministry of Education, School of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, China azouyulin_617@163.com, b568759976@qq.com Keywords: Tunnel engineering, Shallow tunnels, Blasting, Control measures Abstract.
Tunnel engineering construction points set [M].

., Dalian University of Technology, Dalian 116023 China 2 School of Civil and Hydraulic Eng., Dalian University of Technology, Dalian，116023 China axuqiang528826@dlut.edu.cn, b eerd001@dlut.edu.cn, c lijing@dlut.edu.cn Keyword：Strain energy equivalence principle; Jointed rock mass; equivalent elastic modulus, equivalent Poisson's ratio; Equivalent flexibility matrix Abstract：Mechanical analysis for jointed rock mass is very significant in geotechnical engineering.
In particular, the mechanical characteristics of jointed rock mass can result in nonlinear response of geotechnical engineering and in consequence mechanical analysis for the engineering is difficult.
In the rock engineering, joints have significant effect on the stress-strain relationship of jointed rock mass.
Numerical Simulation of the Deformation in the Interface between Soil and Structural Material, Chinese jounal of geotechnical engineering., Vol.16,No.3(1994),p.14-22. ] and Zhang[[]Zhang Dongji, Lu Tinghao.
Mixed multi-weakness plane softening model for jointed rock mass,Chinese Journal of Geotechnical Engineering, Vol.32,No.2(2010) ,p.185-191 ] established softening model for multi- joints.

Design and Implementation of the Supervisory Control Expert System for Dynamic Scheduling Jing Yin1, a, Baojiang Chen1, b 1 Department of electromechanical and vehicle engineering Beijing University of Civil Engineering and Architecture, Beijing, 100044, China ayinjing@bucea.edu.cn, bchenbaojiang@bucea.edu.cn Keywords: Expert System, Process Monitor, dynamic scheduling, dispatching rule.
Shaw, Simulation modeling of dynamic job shop rescheduling with machine availability constraints, Computers Industrial Engineering, Vol. 35, no. 2, p. 117-120, 1998
Kerz, Dynamic rescheduling that simultaneously considers efficiency and stability, Computer & Industrial Engineering, Vol. 46, p. 1-15, 2004

The Conductive Composites Test Technology for the Reinforced Cushioned Formation Wang Ren-zhe School of Mechanics and Civil Engineering (Beijing), Beijing wang_renzhe@163.com Keywords: Conductive composites; reinforced cushion; field measurement Abstract.
For the limited measure range of the Resistance strain gauge, resistance strain gauge with higher elongation has been used in engineering, but its application is limited for the higher price.
Description of engineering test Reinforced cushion The length and width of coal mine silo foundation pit is separately 127m and 26m.
Chinese Journal of Rock Mechanics and Engineering,2007, 26(10):2077–2083.

Solving Internal Forces of Piles of Jointless Bridges Under the Action of Temperature Using Ordinary Differential Systems LV Dan1,a, ZHAO Da-jun1,b, LI Long1,c and Zheng Chuan-feng1,d 1College of Construction Engineering, Jilin University, Changchun 130026, China adundun_hit@163.com, b1729333689@qq.com, c760981958@qq.com ,d15228312@qq.com Key words: Ordinary differential equations, Jointless bridges, Action of temperature, piles Abstract.
ASCE, Journal of Bridge Engineering, 2000, 5(3):240-248 [4] Murat Dicleli.
Engineering Structures, 2000, 22:230-245 [5] The Department of Transport of UK.
China Civil Engineering Journal. 2005.10

Numerical Simulation Analysis on Mass Concrete Thermal Stress TIAN Guo Liang1, a and WANG Yin2, b 1 School of Resources and Environmental Engineering, Wuhan University of Technology, Wuhan 430070, P.
The foundation affect depth was taken l m and its scope is determined to be 28m × 24m × lm based by the engineering practice.
Trends in civil engineering.
A, Early age Stress and Creep-shrinkage Interaction of Restrained Ceonerete, Doctoral thesis, UIUC, Division of structural engineering, 2000.

Constitutive Theory of Elastoplastic Coupled with Damage of Anisotropic Concrete Jianqiang Xiao 1,2,3,a, Qing Zhang1,2,b and Daohong Ding1, 2,c 1 State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering, Hohai University, Nanjing,Jiangsu, 210098, China 2 Department of Engineering Mechanics, Hohai University, Nanjing,Jiangsu, 210098, China 3 Department of Civil Engineering, Nanjing Institute of Technology, Nanjing,Jiangsu, 211167, China axiaojq7754@163.com ,blxzhangqing@hhu.edu.cn, cddh@hhu.edu.cn Keywords: concrete; elastoplastic; damage; coupled.
Compared with other approaches, a anisotropic damage tensor introduced.the normalizing function is introduced to take into account the effect of confining pressure on damage evolution and the transition from brittle to ductile behaviour for concrete under increasing confining stress, Acknowledgements This work is partially supported by the National Natural Science Foundation of China (No.10972072，No.51179064，No.11132003), as well as the Special Fund of State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering of Hohai University (No.2009585912).

Following the success of the previous two conferences, the third ICEEP2014, held in Xi'an during April 26-28, 2014, was organized in four simultaneous tracks: "Applied Energy Technology", "Advances in Environmental Technologies", "Thermal, Power and Electrical Engineering" and "Resources and Sustainable Development".
Studies presented in this book cover these topics: Development and Use of Solar Energy, Development and Utilization of Biomass Energy, Development and Utilization of Wind Energy, Nuclear Energy Engineering, Other Energies and Its Utilization, Batteries and Energy Storage Technology, Energy-Saving Technology and Energy Conversation, Hydrogen and Fuel Cell, Energy Materials and Technology, Energy Chemical Engineering and Processes, New Energy and Electric Vehicles, Engines and Technologies, Energy Equipments, Building and Construction Technologies, Energy-Saving Buildings, Civil Engineering, etc.

Simplified Method for Considering Dynamic Second-order Effects of Elastic SDOF System under Earthquakes Fengxia Han1, a, Zhijun Wang1,b and Zongming Huang1,c 1 College of Civil Engineering, Chongqing University, Chongqing, 400045, China acsjjj02@sina.com, bzjwang@cqu.edu.cn, czmhuang@cqu.edu.cn Keywords: SDOF; dynamic second-order effects; stiffness reduction coefficient Abstract.
MacGregor: Journal of Structural Engineering, ASCE Vol.109 (1983), No.12, pp.2528-2545
King: ACI Structural Engineering Vol.90 (1993), No.11, pp.135-143
Bernal: Earthquake Engineering and Structural Dynamics Vol. 15 (1987), pp.635-651