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The Effect of Nonlinear Dynamic Shear Modulus under Anisotropic Consolidation on Response Spectrum of Soil layer Jing Sun1, a, Xiao-ming Yuan2,b , Mao-sheng Gong2,c 1Institute of Civil Engineering, Heilongjiang University, Harbin, China， 2Institute of Engineering Mechanics, China Earthquake Administration, Harbin, China aiemsunj@163.com, byxmiem@163.com, cgmshiem@163.com Key words: Dynamic shear modulus, Anisotropic consolidation, Nonlinear, Resonant column test, Response spectrum Abstract.
Equipment and Soil Specimen To investigate the DSM of soils under anisotropic consolidation, a new resonant column device is developed at the Institute of Engineering Mechanics, China Earthquake Administration, in 2002.
ASCE.Vol. 94(1968), p.353 [2] P.J.Yu, Y.X.Liang and W.Q.Qin: Chinese Journal Geotechnical Engineering.
Vol. 10(1988), p.57(In Chinese) [3] C.R.He: Chinese Journal Geotechnical Engineering.

Comprehensive Evaluation Method of Surface Water Quality in Arid Region YANG Shang-yang1,2,a, ZHANG Long-yun2,3,b and GAO Yue4 1 Shandong Jiaotong University, Department of Physics and Mathematics,Jinan,250023,China 2 School of Civil Engineering, Shandong University, Jinan 250061, China 3 Logistic Manage Office of Shandong University,Jinan, 250100,China 4 Jinan Landscape Planning and Designing Research Institute, Jinan, 250011,China ayangsy@sdjtu.edu.cn, bzhanglongyun@sdu.edu.cn Keywords: Arid region; surface water; water quality; fuzzy ;comprehensive evaluation Abstract.
Engineering fuzzy set theory and applications[M].
Systems engineering-theory & practice, 2003, (3): 34-139
Journal of shandong university (engineering science), 2007, 37(6):91-94

Durability of Geopolymer Concrete upon Seawater Exposure ASTUTININGSIH Sotya1, a, NURJAYA Dwi Marta1, ASHADI Henki Wibowo2 and SWASTIKA Niken1 1Department of Metallurgy and Materials Engineering, Faculty of Engineering, University of Indonesia, Kampus UI, Depok 16424, Indonesia 2Department of Civil Engineering, Faculty of Engineering, University of Indonesia, Kampus UI, Depok 16424, Indonesia asotya.astutiningsih@ui.ac.id Keywords: Geopolymer concrete, ASTM seawater, Fly ash, Dehydroxylated kaolin, Compressive strength Abstract.

Research on the Stress - Strain Curve and Damage of Steel Fiber Reinforced Concrete under Uniaxial Loading Runnian Yang1,2,a, Demin Wei1,b 1School of Civil Engineering and Transportation, South China University of Technology, Guangzhou,Guangdong,510640,China. 2Qingyuan Construction Safety Supervision Station, Qingyuan, Guangdong,511515,China.
In recent years, steel fiber reinforced concrete has been widely used in such engineering fields as tunnels, water conservancy projects, mining, roads, port and maritime works.
[3] Wengang Zhang, Tie-sheng Cheng: Mechanics in Engineering (1985), p. 26-32,in Chinese
[4] Danying Gao: Journal of Hydraulic Engineering (1991), p. 43-48,in Chinese

Fe-Base Metallic Glass Coating Produced by Gas Tunnel Type Plasma Spraying Characterizing of Natural Nanoclay/Polyethylene Nanocomposite during Processing Steps Refat El-Sheikhy* and Mosleh Al-Shamrani** *, ** Professors, Bugshan Research Chair, Civil Engineering Dept, College of Engineering, King Saud University, P.
Acknowledgements This research is funded by Center of Excellence of Research in Engineering Materials (CEREM) , Faculty of Engineering, King Saud University, Kingdom of Saudi Arabia.

Seismic Damage Detection Using Pushover Analysis Mohammadreza Vafaei a, Azlan bin Adnan b Mohammadreza Yadollahi c Faculty of Civil Engineering, Universiti Teknologi Malaysia, Malaysia aMohammadreza_vafaee@yahoo.com, bAzlanadnan@utm.my, cM.r.yadollahi@gmail.com Key words: Seismic Damage Detection, Pushover analysis, Artificial Neural Network Abstract.
Cross modal strain energy method for estimating damage severity, Journal of Engineering Mechanics, ASCE 132(4) 429-437
Engineering Structure.28,255-263
Earthquake Engineering and Structural Dynamics.27, 997-1010

Analysis of economic benefit of Tiexi works village steel structure move back houses in Shenyang Chunfeng YANG 1,2,a, Peizhu WANG 1,b 1College of Architecture and Civil Engineering, Shenyang University, Shenyang, China 2The Key Laboratory of Geoenvironmental Engineering, Liaoning Province, Shenyang, China a15940049385@163.com, bWANGPEIZHU@163.com Keywords: steel structure; move back houses; cost; comprehensive economic benefits Abstract.
The construction area of this engineering is 6795.12, residential floors are 18 layers, and eaves height is 15m.Parts of the residential are hybrid structure of concrete filled steel tube frame reinforced concrete shear wall, based on manual hole digging pile.
Dissertation, 1998 [3] Yayong Wang: Engineering seismic, VOL.2 (2000), p. 26

By combining the vulnerability model with the loss ratio, a rapid seismic loss estimate can be carried out by geotechnical engineers.
The earthquake engineering and engineering vibration, 30(2):96-101(2010)
Department of Civil and Environmental Engineering University of Southern California ,90089-2531 (2006)

Dynamic Analysis of Bridge-approach Embankment Transition Segment Zhenxia Li a and Yuanzhao Chen b School of Civil Engineering and Communication, North China University of Water Resources and Electric Power, Zhengzhou 450011, China a zhenxiali2009@ncwu.edu.cn, b cyz740513@ncwu.edu.cn Keywords: bridge-approach embankment section; numerical model; track deflection angle; analysis.
Wanming, The vertical model of vehicle-track system and its coupling dynamics, Journal of Railway Engineering Society, 14 (1992) 10-21
Wanming et al, A New Method to Determine the Length of Track Transition Section, Journal of Railway Engineering Society, 1999, pp. 25-28
Chengbiao, Allowable value of track deflection angles on high-speed railway bridge-subgrade transition sections, Journal of Railway Engineering Society, 20 (1999) 109-113.

Stability Analysis of Wall Structure which its Depth is over thousand m Yinghao Wang1,a Xiaochen Fu 1,b Xiaohong Jing1,c 1The school of Architecture and Civil Engineering, Inner Mongolia University of Science & Technology, Baotou 014010, China awyh1978@sina.com, b 461329321@qq.com, c 790540500@qq.com Key words: concrete; wall structure; deformation coordination; strength check Abstract: According to the monitoring result of wall structure which its depth is over thousand, analyzed the strain of inner and outer edges of concrete and inner steel; Neglect construction factors, by comparing the strain of inner concrete and inner steel, it shows that their deformation is consistently; Using the average strain of inner and outer edges of concrete to check strength adopting method of concrete structure design code, shows that they can meet the requirement.
Shaft is important thoroughfare of mine underground engineering contact with the ground, and it is first built in mine construction.
But deep engineering confronts complex stress, temperature and seepage, there was no theoretical formula on wall design with super km; According to current “Code for design of coal mine shaft and chamber" [1], 1200 m deep shaft design shows that both concrete strength and thickness of the wall is greater than the real results or appears failure.
But in reality face similar projects using engineering analogy method.