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Liquefaction – Induced Ground Deformation of Slopes using Geostudio2007 Software Program Baydaa Hussain Maula a, Ling Zhang b School of Civil Engineering, Harbin Institution of Technology, Harbin, China aSun_200549@yahoo.com, bXianzhang_ling@263.net Key words: liquefaction, Geo studio 2007, earthquake, Lateral speared, Ground deformation.
It is needed in any engineering analysis that the procedures for the analysis are not so rigorous, so as to simplify work.
The finite element method is one of well known numerical methods in engineering practice.
Journal of Geotechnical Engineering, 1993, 119(12), 1974 – 1987
Journal of the Geotechnical Engineering Division, ASCE, 1979, 105(GT 12), 1511 – 1524

Analytic Formulas for the Cantilever Structures' Natural Frequencies with Taking into Account the Dead Weight Yurii Krutii1,a*, Mykola Surianinov1,b and Victor Vandynskyi1,c 1Odesa State Academy of Civil Engineering and Architecture, Odesa, Ukraine ayurii.krutii@gmail.com, bsng@ogasa.org.ua, cvandynsky@gmail.com Keywords: cantilever structure, variable longitudinal force, dead weight, bending vibrations, vibration frequencies.
Rafezy, The effect of axial loads on free vibration of symmetric frame structures using continuous system method, Journal of Structural and Construction engineering. 3 (2016), 86–100
Sharipov, Poperechnye kolebaniya sooruzheniy s ucheton verticalnoy nagruzki ot sobstvennoho vesa, Earthquake engineering.
Young, Vibration problems in engineering, John Wiley & Sons, 1990
Der Hagopian, Mechanical Vibrations for Engineers, John Wiley & Sons, 1984.

Study and Application of Bridge Structure Finite Element Model Updating Based on Static-Load Testing Miaoyi Deng a, Fuen Lib School of Civil and Architectural Engineering, Zhengzhou Institute of Aeronautical Industry Management, Zhengzhou, 450052, China adeng_miaoyi@163.com, blfe@zzia.edu.cn Keywords: Bridge Structure; Static-Load Testing; Finite Element; Model Updating Abstract.
Introduction The important large-scale bridge engineering has significant effect on the society & economy development of the nation & region.
The structure security of the large-scale bridge engineering is increasingly being recognized.
The structure FE model updating, based on dynamical testing, is more applied in the field of bridge engineering [5].
Ren: Journal of Structural Engineering.

Development of Basalt Fiber Reinforced Wood-plastic Composite Materials Jinxiang Chen 1, a, Sujun Guan 2,b , Shunhua Zhang2,c, Jingjing Zheng2,d, Juan Xie1, e and Yun Lu 3,f 1International Institute for Urban Systems Engineering & School of Civil Engineering, Southeast University, Nanjing, 210096, China 2Key Laboratory of Advanced Textile Materials and Manufacturing Technology of Ministry of Education, Zhejiang Sci-Tech University, Hang Zhou, 310018, China; 3Department of Mechanical Engineering, Graduate School & Faculty of Engineering, Chiba University, Chiba, 263-8522, Japan a chenjinx@yahoo.com.cn, b guansujun1222@gmail.com, czshhzj@163.com , dzjj_cecily@zstu.edu.cn ,exiejuanch@yahoo.com, fluyun@faculty.chiba-u.jp Keywords: Wood Plastic Composite; Basalt Fiber; Composite Material Abstract.
Mark: Composites Part B: Engineering Vol. 39(2008), p. 807-815 [5] J.
Tao: Polymer Materials Science & Engineering Vol. 22(2006), p. 231-234 [11] W.
Jitka: Engineering Fracture Mechanics Vol. 69(2002), p. 1025-1033 [19] B.
Tao: Engineering Plastics Application Vol. 37(2009), p. 17-19 [25] J.

Journal of Earthquake Engineering, 16: 985-1006
Journal of Geotechnical and Geoenvironmental Engineering, 133(4): 381–392
Microcomputer of Civil Engineering, 2(3): 207–222
Journal of Engineering Geology. 2010,18(4): 497-506 [8] Xu Guang-xing, Yao Lingkan, Li Zhaohong, Gao Zhaoning.
Chinese Journal of Geotechnical Engineering. 2008,30(6):918-923

Concrete with such characteristics can be widely used in industrial and civil engineering and for constructing special objects as well.
Sychov, Soling, Aerating and Phosphating for Soil Strengthening and Detoxication, Procedia Engineering. 189 (2017) 398–403.
Kabanov, Geoecoprotective Technology of Transport Construction using Silica Sol Absorption Method, Procedia Engineering. 189 (2017) 454-458.
Nuclear Science and Engineering. 159 (2008) 321–329
Nedyshkin, Estimation of the pores dimensions of intumescent coatings for improvement of the fire resistance of building constructions, Procedia Engineering. 117 ( 2015 ) 119 – 125

Condition of mechanical-energy balance of an integral flow with a variable rate (2001) Power Technology and Engineering, 35 (4), pp. 189-194
Approximation of the depression curve of the inflow to an ideal trench (2011) Power Technology and Engineering, pp. 1-4
Strengthening and overbuilding of car service «Automakedonija» in Skopje, Makedonija (2012) Journal of Applied Engineering Science, 1 (10), pp. 53-58
Methods of calculating depreciation expenses of construction machinery (2012) Journal of Applied Engineering Science, 1 (10), pp 43-48
Solar energy systems in the architecture of historic cities (2013) Bulletin of Civil Engineers. 5 (40), pp. 26-31

Teixeira2,c 1Laboratório Nacional de Engenharia Civil, Hydraulics and Environment Department, Av. do Brasil, 101, 1700-066, Lisbon, Portugal 2Universidade Federal do Rio Grande, Engineering School Av.
Fredsøe, Hydrodynamics around cylindrical structures (Revised edition), Advanced Series on Ocean Engineering, 26, World Scientific, Singapore (2006)
Veltri, New model to determine forces at on-bottom slender pipelines, Coastal Engineering, 3 (2010) 267-280
Losada, Realistic wave generation and active wave absorption for Navier-Stokes models Application to OpenFOAM®, Coastal Engineering 71 (2013) 102-118
Neves, A 3D numerical wave tank for coastal engineering studies, Defect and Diffusion Forum 372 (2016) 1-10

Drift Concentration of a Three-Story Special Concentrically Braced Frame with Strongback under Earthquake Loading Chui-Hsin CHEN1, a *, I-Jung TSAI1, b, Yao TANG1, c 1Department of Civil Engineering, National Chiao Tung University, Hsinchu, 300 Taiwan achchen.nctu@gmail.com, ba0917912038@gmail.com, cyao771124.cv96@g2.nctu.edu.tw Keywords: Soft story, SCBF, Strongback, Stiffness factor, Strength factor.
Pister, Seismic Behavior of Concentrically Braced Frames, UCB/EERC-88/01, Earthquake Engineering Research Center, University of California, Berkeley, CA, 1988
Sabelli, Research on Improving the Design and Analysis of Earthquake-Resistant Steel-Braced Frames, Earthquake Engineering Research Institute, PF2000-9, Oakland, CA, 2001
National and 10 th Canadian Conference on Earthquake Engineering, Paper No. 1400, Toronto, Canada, 2010
Mahin, Towards Earthquake Resistant Design of Concentrically Braced Steel Structures, PEER-2008/08, Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA, 2008

Deformation monitoring and evaluating technology for subgrade of unballasted track on Lan-Xin passenger dedicated line Su Qian1,2,a, Zhang Wenchao1,2,b , Zhang Lisong1 and Zhang Jian1 1School of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, China 2Key Laboratory of High-Speed Railway Engineering of Ministry of Education, Southwest Jiaotong University, Chengdu 610031, China aemail:suqian@126.com, bemail: zwc007123@163.com Keywords: the gale Gobi region; unballasted track subgrade; observation and estimate of settlement; settlement prediction; Abstract.
It has a great difference that all the engineering geology and hydrogeology. 80% of exists in the form of subgrade.
Prophase subgrade settlement is small in engineering test working point.
Engineering practice shows that the subgrade settlement curve and the hyperbolic linear is closed.
Journal of engineering science in China, 2009. (01),p.48-59.