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Test study of pore water pressure during dynamic compaction at the subgrade of highway in the Yellow River flood area Kai Yao 1, a, Zhanyong Yao 1, b, Xiuguang Song 1, c and Qingsen Shang 1, d 1School of Civil Engineering, Shandong university, Jinan, 250061, china a 502625402@qq.com, b Corresponding author, zhanyong-y@sdu.edu.cn c songxiuguang@sdu.edu.cn, d qsshang@sdu.edu.cn Keywords： The Yellow River flood area, Dynamic compaction, Pore water pressure Abstract.
[2] Leonards G.A. etal, Journal of Geotechnical Engineering Division ASCE, Vol. 106, No.GTl, Proc.
[4] Fang H.Y. and Ellis G.W, Frity Engineering Laboratory Report, No.462.6, Kehugh University March, 449
The Civil Engineer in South Africa, V01. 20, No. 12, Dec. 1978, 321～324.

Internal Force Calculation of Two-Way Curved Arch Bridge Baorong Huo 1,a, Guangning Yang 1,b,Xiangdong Zhang 2,c 1.College of Architectural and Engineering ,Shenyang University, P.R.China, 110044 2.
College of Civil Engineering and Traffic, Liaoning Technical University, P.R.China 123000 ahbr_syu@163.com,byangguangning@163.com, czhxd2008@yahoo.com.cn Keywords: Internal force calculation ,Two-way curved arch bridge, The main arch ring Abstract.
The study about reinforcement and increasing load for Aohan Two-Way Arch Bridge [D]..Fuxin:Department of civil Engineering and Architecture in Liaoning Technical University, 2006.）
Journal of Structural Engineering,1998,124(9):1025-1031．

Study on Water Environmental Capacity about CODCr and NH3-N in Le，An River Based on QUAL2K Model Xueping Huang1,2, a, Jinbao Wan 1 1.Key Lab of Poyang Lake Environment and Resource Utilization, Ministry of Education, School of Environment and Chemical Engineering, Nanchang University, Nanchang, Jiangxi ,China 2.
Deptment of Civil Engineering and Architecture, Nanchang Institute of Technology, Nanchang , Jiangxi,China aemail:hxp_2002@126.com Keywords: Le，An river; QUAL2K model; CODCr; NH3-N; water environmental capacity Abstract.
[2] Xueping Huang.Study on Water Environmental Capacity and Total Control of the Le，An River [D].Thesis Presented to the Nanchuang University of China For the Degree of Master of Environment Engineering.June2005.
Medford: Civil and Environmental Engineering Dept, Tufts University, 2003:9~59

Out-of-the-lifting-plane Stability Analysis of Crane Telescopic Boom with Cable Exerted at the Top Nianli LUa, Liang DUb ,Shiming LIUc and Yuan XUEd School of Mechatronics Engineering; Harbin Institute of Technology; Harbin, China a N.lu@hit.edu.cn , b Duliang.sme@163.com, c Lsm831206@163.com, d Xywhk@sina.com Keywords: Cranes.
Journal of Bridge Engineering. 2005, 10(1): 87-95
Precise Stability Analysis of Telescopic Boom, Journal of Harbin University of Civil Engineering and Architecture, volume(33),2000:89-93.
Journal of Harbin University of Civil Engineering and Architecture, 1997, v30(2): 99-103.

Numerical Analysis of Deformations of the Shallow Square Foundations with Variable Relative Stiffness HRUSTINEC Lubos1,a * and SUMEC Jozef2,b 1Slovak University of Technology in Bratislava, Faculty of Civil Engineering, Department of Geotechnics, Radlinskeho 11, SK-810 05 Bratislava, Slovakia 2Slovak University of Technology in Bratislava, Faculty of Civil Engineering, Department of Structural Mechanics, Radlinskeho 11, SK-810 05 Bratislava, Slovakia alubos.hrustinec@stuba.sk, bjozef.sumec@stuba.sk Keywords: numerical analyses, soil-foundation interaction, foundation deformations, foundation relative stiffness, FEM Abstract.
Theoretical assumptions as well as practical applications of FEM in the engineering practice were mentioned by Zienkiewicz and Taylor [2].
- The effect of the friction (one-directional bond) on the foundation deformations is relatively small and in the practical engineering calculations may be disregarded.

Damage Identification of Rock Mass with Artificial Neural Networks Zichang SHANGGUAN 1, 2, a , Shouju LI 3, b and Maotian LUAN 1, c 1 School of Civil and Hydraul.
Eng., Dalian University of Technology, Dalian 116023, China 2 Institute of Civil Engineering, Dalian Fishery University, Dalian 116023 China 3 State Key Lab. of Struct.
Introduction The detection of structural damage is an inverse problem in structural engineering.
S Salawu: Engineering Structures 19(1997), p.718-723 [4] C.
M.Najjar: Geotechnical and geological Engineering Vol. 14(1996), p.193, 212 [8] X.

Modeling of the Effect of Excavation Mode on the Extent of the Anisotropic Zone Surrounding Deep Tunnels Shuhong WANG1, a, Juanxia ZHANG2, b, Chun'an TANG3, c and Shanyong WANG4, d 1 School of Resource and Civil Engineering, Northeastern University, 110004, China 2 Northeastern University at Qinhuangdao, Qinhuangdao, 066004, China 3 Department of Hydraulic and Civil Engineering of Dalian University of Technology, Dalian, 116024 China 4 Department of building and construction, City University of Hong Kong, Kowloon, Hong Kong,China a shwang@mail.neu.edu.cn, bzhang_juanxia@126.com c tca@mail.neu.edu.cn, dbcwangsy@city.edu.hk Keywords: Damage; Numerical model; Anisotropy; Excavation Damaged/Distributed Zone (EDZ); Rock.
The failure of the sidewalls of excavations in rock has been an area of extensive research in rock mechanics as it affects the major problems of borehole breakout in the rock engineering and the stability of tunnel sidewalls (Brady and Brown 1993).
Hudson, Rock mechanics principles in engineering practice, Constructions industry research and information association, Butterworths. (1989) [9] M.

., Civil Engineering Faculty, University of Sciences and Technology Houari Boumediene, B P. 32.
¶El Alia, Bab Ezzouar, Algiers 16111, Algeria. 2Department of Civil Engineering, University of Khemis Miliana, Algeria.
Jour. of Key Engineering Materials, Vol. 465, 123-128, publication, (2011)
Kachanov; “Interaction of a crack with a field of micro-cracks”, International Journal of Engineering Sciences, Vol. 21, pp. 1009-1018, (1983)

These are the foundations of oil and gas offshore structures, industrial and civil buildings, airports, and street paving, the bottoms of locks and dry docks, waterworks boards. 
The cost of the foundations of modern industrial and civil buildings amounts to 10-12 percent of the cost of the entire structure. 
References [1] Masanov J.K., Bozhanov E.T., Dyusembayev I.N., Turashev A.S., Nigmetov M.J.: The stress state of elastic obliquely layered anisotropic system "foundation-base", Journal № 2  "Search", Almaty (1998), p.173-174 [2] Erzhanov J.C., Aytaliev Sh.M., Masanov J.K. : Stability of horizontal mine workings in the tilt-layered array, Alma-Ata: Science (1970), p. 160 [3] Erzhanov J.C., Aytaliev Sh.M., Masanov J.K.: Seismically strained condition of underground structures in an anisotropic layered array, Alma-Ata: Science (1980), p. 222  [4] Zenkevich D.C.: The finite element method in engineering, Springer-Verlag (1974), p. 541

Stress analysis of isotropic material flywheel battery rotor Shuangqing Tang1, a*, Xing Xia1,b 1School of Mechanical & Material Engineering of China Three Gorgers University, YiChang, China a18671797707@126.com, bemail Keywords: isotropic; composite materials; stress analysis; flywheel battery Abstract.
As the demand for civil flywheel battery, isotropic metal materials have also been considered into the design and manufacture of the flywheel rotor.
There are several materials have high ratio of σ/ρ, such as high-strength aluminum alloy, spring steel and cast steel, which are proper for manufacturing isotropic flywheel rotor for civil flywheel battery.