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Study on the Relationship between Factor of Safety and Angle of Dip of Bedding Rock Slope When Exposed to Reservoir Water Level Fluctuation Yao Li1, a, Shuping Wang 2,b, Zhenhua Zhang1,c and Shaojun Li3,d 1 College of Civil Engineering & Architecture, China Three Gorges University Yichang, 443002, P.R.
China 2 Hydro China Chengdu Engineering Corporation, Chengdu, 610072, P.R.
China 3State Key Laboratory of Geomechanics and Geotechinical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, 430071, P.R.
References [1] Shirong Xiao, Defu Liu, Zhiyu Hu: Journal of Engineering Geology. 2010, 18(1), p. 52-59.

Khaled2,g 1Department of Chemical Engineering Technology, Faculty of Engineering Technology (FTK), Universiti Tun Hussein Onn Malaysia (UTHM), 86400, Parit Raja, Batu Pahat, Johor, 86400, Parit Raja, Batu Pahat, Johor, Malaysia 2 Department of Water And Environmental Engineering, Faculty of Civil And Environmental Engineering (FKAAS), University Tun Hussein Onn Malaysia (UTHM) 86400, Parit Raja, Batu Pahat, Johor, Malaysia 3Department of Science and Mathematics, Centre for Diploma Studies, University Tun Hussein Onn Malaysia (UTHM) 86400, Parit Raja, Batu Pahat, Johor, Malaysia a,*shuhaila@uthm.edu.my, bquinston89@gmail.com, ctarmizi@uthm.edu.my, dfatimah@uthm.edu.my, emasayu@uthm.edu.my, ffazlyana@uthm.edu.my, gnadiah@uthm.edu.my Keywords: Diesel; Soil; Bioremediation; Physico-chemical removal; Pseudomonas putida Abstract.

Trapeznikov1,e 1Perm National Research Polytechnic University, Russia, Perm, Komsomolsky prospekt, 29 2Volgograd State Technical University, Institute of Architecture and Civil Engineering (IACE of VSTU), Russia, Volgograd, Akademicheskaya st., 1 3Branch «Vzlet» of Moscow Aviation Institute (National Research University), Russia, Akhtubinsk, Dobroljubova st., 5 amkarpushko@gmail.com, bbarmadesu@yandex.ru, chhelenaa@mail.ru, dvzlet-mai@mail.ru, entyjkjubz0914@yandex.ru Keywords: ice crossing, reinforcement, geomesh, load capacity, ice thickness, gain, ice cover.
Yakimenko, Reinforcement of ice crossings, Engineering and construction technology. 2 (2) (2015) 68 – 73
Sirotyuk, Expansion of the pilot production introduction of reinforcing the ice cover with geosynthetic materials, Engineering and Construction Technologies. 2 (2) (2015) 58 – 68
IOP Conference Series: Materials Science and Engineering. 463 (2018) Paper № 032030.

3D Analysis of Bridges Changing Structural Systems – an Easy Design Tool VLADIMÍR KŘÍSTEK1,a and LUKÁŠ KADLEC1,b * 1 Faculty of Civil Engineering, Czech Technical University in Prague, Dept. of Concrete and Masonry Structures, Thákurova 7, 166 29 Praha 6, Czech Republic akristek@fsv.cvut.cz, blukas.kadlec@fsv.cvut.cz * corresponding author Keywords: Stress, Creep, Structural system, 3D analysis, Concrete Abstract Due to increase of requirements on accuracy of structural analyses, practically applicable computational tools for reliable determination of the real structural performance of bridges are needed.
In the present study, intended for practicing and design engineers, consideration is restricted to a linear creep law, which implies applicability of the principle of superposition.
Fig. 7 Pattern of longitudinal displacements of points of the cross section distant 23m from the central support Conclusion The intention was to present to practicing and design engineers a simple practical tool for obtaining a complete description of the true spatial behaviour of concrete bridge structures taking into account rheological phenomena and changes of structural system, simply using available existing commercial programs.
Journal of Structural engineering, Vol. 113, No.3, ASCE, Paper No. 21331, March, 1987, pp. 557–574

A Stiff Test Facility for Obtaining Controlled Shear Failure of Reinforced Concrete Beams Yanmei Lv a, Weijian Yi b College of Civil Engineering, Hunan University, Changsha, Hunan, China a ym_lv@126.com, bhunuyi2006@gmail.com Keywords: beam; ductility; shear failure; stiff test facility Abstract.
Engineering Fracture Mechanics, 2000, 65(2-3):335-368 [3] A.Cladera, and A.R.Mari, Experimental study on high-strength concrete beams failing in shear.
Engineering Structures, 2005, 27(10):1519-1527 [4] F.
Journal of Structural Engineering, ASCE, 2004, 130(3):460-469 [5] R.S.

Effects of Cupric Ion Adsorption onto the Modified Pineapple Pulp as a Biochar Adsorbent Panida Charnkeitkong1,a* and Siriporn Sripiboon2,b 1Department of Chemical Engineering, College of Engineering, Rangsit University, Pathumthani, 12000, Thailand 2Department of Civil Engineering, College of Engineering, Rangsit University, Pathumthani,12000, Thailand a*panida.s@rsu.ac.th, bsiriporn.sr@rsu.ac.th Keywords: Adsorption, Biochar, Carbonization, Cupric ion, Pineapple pulp Abstract.

A new dynamic prediction method and its application in prediction of the colluvial landslides induced by rainfall Keqiang He1, a, Qianggang Yan2, b, Weigong Chen3,c and Min Zhao4,d 1Department of Civil Engineering, Qingdao Technological University, Qingdao, Shandong, P.R.
Engineering Geology 73, 229–245
Quarterly Journal of Engineering Geology, 1999,32(3): 247-259 [6]Tsaparas, I, Rahardjo, H., Toll, D.G. and Leong, E.C.
Computers and Geotechnics, 2002,29(1):1-27 [7]M.H.Dehn (1998) Reginalization of Precipitation Scenarios for impact assessment of landslide hazard, 8th International IAGE Congress, 907-911 [8]Guofu Xue (1987) Xintan landslide research, Xintan coast congress dissertation, Three Gorges Project Science and Technology Office of Nation Science ,In China, Committee: 39-41 [9]Zhong YQ (1998) Landslide Related to Rainfall and its Forecast, The Chinese Journal of Geological Hazard Control, ,In China,4:21-26 [10] Fadu Wang (1995) Preliminary study on correlation between the characteristics of landslide of shallow accumulation and rainfall precipitation.In China, Hydrogeology and Engineering Geology, (1): 21-23 [11]Yin XC (1984) The precursor of instability for nonlinear systems and its application to the earthquake prediction,In China.

Model Testing research on reducing Water Content of Saturated Over-wet Soil Qijun Hu 1, a, Hua Wen 2,b, Cheng Gong 3,c 1Mechanics Post-doctoral flow station, Southwest Jiaotong University, Chengdu, Sichuan, China 2School of Civil engineering and Architecture, Southwest University of Science and Technology, Mianyang, Sichuan, China 3Sichuan Shuyu Petroleum Construction and Constellation engineering Co., Ltd, Chengdu, Sichuan, China a hqj2022@163.com, b wenhua2010@126.com, c cgong@126.com Keywords: over-wet soil,water conten,model test,vacuum preloading, electro-osmosis Abstract.
Therefore, the over-wet soil must take some engineering measures, that is to reduce its water content to the scope of mixing lime and then to treat it with mixed lime method.
[6] Xuefeng Shen, Tingyi Mei, Xiaobo Wang:Ningxia engineering technology Vol.4 (2006),p.369-373,In Chinese

Research and Develop on Series of Cryogenic Liquid Nitrogen Coil-wound Heat Exchanger Zhouwei Zhang 1, 3, a,Yahong Wang 2, 3, b and Jiaxing Xue 1, c 1School of Environment and Municipal Engineering, Lanzhou Jiaotong University, Lanzhou 730070, China 2School of Civil Engineering, Lanzhou Jiaotong University, Lanzhou 730070, China 3Gansu Zhongyuan Energy and Power Engineering Co.
The larger coil wound heat exchangers were researched systematically by Lanzhou Jiaotong University and Gansu Zhongyuan Energy and Power Engineering Co., Ltd., such as -63 ˚C coil wound heat exchanger used in rectisol plant [2 ~ 7], -163 ˚C coil wound heat exchanger used in LNG plant [8 ~ 15], and -197 ˚C NCWHE used in LN2 washing plant [16 ~ 19].

Geometrical phenomena in tube bending with local induction heating Janusz Tomczak1,a, Zbigniew Pater1,b, Andrzej Gontarz1,c, Eugeniusz Hadasik2,d, Marek Cieśla2,e, Kazimierz Mutwil2,f, Wojciech Rzepka3,g and Tomasz Kawała3,h 1Lublin University of Technology, Faculty of Mechanical Engineering, 20-618 Lublin 36 Nadbystrzycka, Poland 2Silesian University of Technology, Faculty of Materials Engineering and Metallurgy, 40-019 Katowice, 8 Krasińskiego, Poland 3ZRE KATOWICE, Pipelines Prefabrication Department, 43-603 Jaworzno, 2 Martyniaków, Poland aj.tomczak@pollub.pl, bz.pater@pollub.pl, ca.gontarz@pollub.pl, deugeniusz.hadasik@polsl.pl, emarek.ciesla@polsl.pl, fkazimierz.mutwil@polsl.pl, gwojciech.rzepka@zre.com.pl, htomasz.kawala@zre.com.pl, Keywords: bending process, tube, FEM Abstract.
Metallurgical Engineering News. 12 (2001) 467 – 471
Archives of Civil and Mechanical Engineering. 14 (1) (2014) 104 – 113