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Acknowledgements The authors gratefully acknowledge the academic and technical support of the Moscow State University of Civil Engineering (MGSU), Moscow, Russia that provided the library and computer facilities for this research.
Journal of science and technology in civil engineering 11(6), Hanoi (2017)
IOP Conference Series: Materials Science and Engineering, Russia (2018).
Magazine of Civil Engineering, № 7(83), Russia (2018)
IOP Conference Series: Materials Science and Engineering, 463(4), 042048 (2018).

Compressibility Characteristics of Peat Soil Treated with MUF-P Resin MOHD NAZRIN Mohd Daud1,a*, NIK NORSYAHARIATI Nik Daud2,b 1Department of Civil Engineering, Faculty of Engineering, National Defence University of Malaysia, Malaysia 2Department of Civil Engineering, Faculty of Engineering, Universiti Putra Malaysia, Malaysia anazrin@upnm.edu.my, bniknor@upm.edu.my Keywords: Compressibility, MUF-P, oedometer test, peat soil Abstract.
Daud, Effect of wet and dry conditions of muf polymers on strength properties of treated peat soil, Global Civil Engineering Conference (2017) 1235-1246
Ali, Organic and Peat Soils Engineering, Selangor: Universiti Putra Malaysia Press, 2004
Muniandy, Compressibility behavior of fibrous peat reinforced with cement columns, Geotechnical and Geological Engineering 27(5) (2009) 619-62
Mohd Daud, Characterization of peat soil treated with polymer resin by unconfined compressive strength test, Journal of Advanced Civil Engineering Practice and Research 1(1) (2015) 11-17

Conclusions High strength concrete columns using high strength reinforcement is an important orientation in civil engineering.
Engineering Mechanics, 2009,26(4), p.158-166(In Chinese) [2] Zhiguo Sun, Dongsheng Wang, Xun Guo, etc.
China Civil Engineering Journal, 1982,3(2), p.53-64(In Chinese) [5] Jumin Shen, Zhuqing Liu, Yijun Weng.
China Civil Engineering Journal. 2009,42(4), p.1-9(In Chinese) [16] Zhiguo Sun, Bingjun Si, Dongsheng Wang,etc.
Engineering Mechanics,2010,27(5), p.128-136(In Chinese) [17] Julong Deng.

Effect of flexible pile on rigid flexible pile composite foundation with geogrid reinforced cushion Kai-fu Liu1,a, Yi Hu 2,b, Yi-jun Zhu3,c, Zhi-yan Zou4,d, Jin-ping Mao5,e 1Associated professor, Ph.D, School of Civil Engineering and Architecture, Zhejiang Sci-Tech University, Hangzhou 310018, China 2Graduate student, School of Civil Engineering and Architecture, Zhejiang Sci-Tech University, Hangzhou 310018, China 3Senior Engineer, Ph.D, Zhejiang provincial institute of communications planning, design and research, Hangzhou 310006, China 4Engineer, Hunan geological investigation Crops, the geological investigation Centre, China National Materials Group Corporation Ltd., Zhuzhou 412011, China 5Associated professor, Ph.D, School of Civil Engineering and Architecture, Zhejiang Sci-Tech University, Hangzhou 310018, China akaifu.liu@gmail.com, bbesthuyi@126.com, c147957913@qq.com,dmao404@live.com, ejinpingmao@sohu.com Keywords: rigid-flexible pile; geogrid; reinforced cushion; flexible
Chinese Journal of Geotechnical Engineering, 33(2011), p.77-80 (in Chinese)
Geotechnical Engineering, ICE, 163(2010), p.221-227
Chinese Journal of Geotechnical Engineering, 29(2007), p.1-13 (in Chinese)
Army Engineer Waterways Experiment Station, Corps of Engineers, Vicksburg, Miss. (1965), p.170.

Arching Effect of Anti-slide Piles in Non-cohesion Soil Zhitao Ma1, a, Yongping Wang2, b and Saijiang Liang3, c 1 Shandong University of Science and Technology, Resources and Environment engineering institute, Qingdao, 266590, China 2 Shandong University of Science and Technology, School of Civil engineering, Qingdao, 266590, China 3 Shandong University of Science and Technology, Resources and Environment engineering institute, Qingdao, 266590, China asdustmzt@163.com, bwyp7841@163.com, csdkdlsj@163.com Keywords: soil arching effect, anti-slide piles, non-cohesion soil, element analysis Abstract.
The arch in soil arching [J].Journal of Geotechnical Engineering ASCE, 1985, (3):302-318
Journal of Civil, Architectural & Environmental Engineering, 2011, 33(2):28-31.
Chinese Journal of Geotechnical Engineering, 2011, 33(3):386-391.
Hydrogeology and Engineering Geology, 2005,6, 71-74.

It is BIM, one data base rich in engineering information[5], that can solve this problem.
Because engineering information for construction cost and management can be provided truly in real time.
Figure 4 shows engineering component parts’ reports created by Tekla Structures.
Journal Information Technology Civil Engineering and Architecture,2010,2:50-54
Constructing Green，People Oriented，Energy Conservation Building Based on BIM Technology, Journal Information Technology Civil Engineering and Architecture,2010,2:63-67.

Normalized Numerical Analysis for Load-displacement Curve of Uplift Pile in Soft Soil Xiaobing Li1,2,a, Jie Wei2,b, Yipin Li3,c, Bei Zhu4,d 1College of Architecture and Civil Engineering, Wenzhou University, Wenzhou, Zhejiang, 325035, China 2 MOE Key Laboratory of Soft Soils and Geoenvironmental Engineering, Zhejiang University, Hangzhou, Zhejiang, 310027, China alixiaobing69@163.com, bweijie0826@yahoo.cn, cliyipin1@126.com, dxiaobei900211@126.com Keywords: Uplift Pile, Load-displacement Curve, Normalization Abstract.
Engineering measured data The author had collected some measured data of several uplift pile engineering in soft soil.
References [1] Zhang J, Shang YQ, Lin XW, Deformation analysis for uplift piles considering the action position of uplift force, China Civil Engineering Journal, 2005, 38(7): 102-106
[3] Huang F, Li GX, Lu H, Analysis of deformation of tension piles in sandy soil, China Civil Engineering Journal, 1999，32(1):31-36
Journal of the Geotechnical Engineering division, 1979, 105(1):31-47

References [1] FEMA 356, Prestandard and commentary for the seismic rehabilitation of buildings (American Society of Civil Engineers, Reston, Virginia, America 2000)
[2] ASCE 41-06, Seismic Rehabilitation of Existing Buildings (American Society of Civil Engineers, Reston, Virginia, America 2007)
World Earthquake Engineering Vol. 25 (2009), p. 1.
Journal of Earthquake Engineering and Engineering Vibration Vol. 29 (2009), p. 103.
China Civil Engineering Journal Vol. 15 (1982), p. 53.

Javadi2,d 1 Department of Civil Engineering, Shanghai University, Shanghai, PR China 2 School of Engineering and Computer Science, University of Exeter, Exeter, United Kingdom a mxzhang@staff.shu.edu.cn, bzsl303@163.com, cjimmy_pjm@163.com, da.a.Javadi@exeter.ac.uk Keywords: three-dimensional reinforcing element; strength; interaction; triaxial test; stability analysis; finite element analysis Abstract.
Introduction The geosynthetics and reinforced soil have been widely used in civil and geotechnical engineering.
Journal of Geotechnical Engineering, 109 (3), 335-353
Journal of Geotechnical and Geoenvironmental Engineering, 130 (4), 381-390
Proceedings of the Institution of Civil Engineers-Civil Engineering, 54(6), 60-61

Wind-Resistant Control Research for the Main Girder of Large-Span Bridge Ronggui Liu1,a, Qing Guo2,b , Dongsheng Cai3,c and Bei Chen4,d 1,2,3,4Faculty of Civil Engineering and Mechanics, Jiangsu University, Zhenjiang, 212013, China aliurg@ujs.edu.cn, bforever9guo@163.com, c441734243@qq.com,d185612021@qq.com Keywords:large-span bridge;wind-resistant design;the three component coefficients;numerical simulation;CFD Abstract.
Proceedings of 14th Civil engineering Bridges and structure society, 2005(in Chinese) [2] Xiangchun Mu.Retrospect and prospect of City long-span Bridges.
Proceedings of 14th Civil engineering Bridges and structure society, 2005 in Chinese [3] Xie Xu, Yamaguchi.H.Static behaviors of self-anchored and partially earth-anchored long-span cable-stayed bridges.
Structural Engineering Mechanics,1997.5(6):767-774 [4] Weilian Qu,Linna Liu.CFD-based Numerical Research in the Identifying of Tri-componentForce Coefficient of Bridge[J].
Journalof Wuhan University of Technology, 2007(7):85-86.In Chinese [5] Zhengqing Chen.Bridge wind engineering[M].