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Experiment on the Cement-tailings Ratio of Cemented Filling with Tailings of Daye Iron Mine and Research on Hydration Reaction Mechanism Cuifeng Du 1, a, Li Chen 2, b and Dan Cai3, C 1 School of Civil and Environment Engineering, University of Science and Technology Beijing, Beijing, 100083, china 2 School of Civil and Environment Engineering, University of Science and Technology Beijing, Beijing, 100083, china 3 School of Civil and Environment Engineering, University of Science and Technology Beijing, Beijing, 100083, china aducuifeng@126.com, bchenli85102@163.com, ccaidan_1015@163.com Key words: Tailings Filling, Compressive Strength, Hydration Reaction Mechanism Abstract.
Vol. 31(2005), pp. 40-44 (in Chinese) [11] Serge Ouelle, Bruno Bussiere, Mamert Mbonimpa, Mostafa Benzaazoua and Michel Aubertin: Minerals Engineering.

Fig. 1 shows a 2-dimensional projection of 10-dimensional signatures formed from 29 runs of an example modern civil engine during its development programme.
Fig. 3. shows an example timeline for six months operation of a modern civil engine during its developmental flight tests.
Transfer Report, Department of Engineering Science, University of Oxford (2005) [3] P.
Technical Report, Department of Engineering Science, University of Oxford (2005) [4] P.
Tarassenko: Proc. of. 20 th Int Conf. on Industrial and Engineering Applications of Artificial Intelligence (2007) [11] L.

Study on The Method for Calculating Shear Capacity of RC Beams Strengthened with Externally Prestressed Wire Rope Tianlai Yu1,a, Xinyu Li1,b, Qiang Ma1,c, Zhen Jiang1,d 1School of Civil Engineering, Northeast Forestry University, Harbin, 150040, China aTianlaiyu@126.com, blixinyuxxx@sina.com, cmaqiang745@163.com, djiangzhen87@126.com Keywords: Wire rope, Strengthening, RC beams, Shear capacity, Calculation method Abstract.
References [1] Xingguo Wang, Zhaoyang Zhou and Xiantao Zeng: Building Scientific Research of Sichuan.Vol.5 (2005), p.46-49 (In Chinese) [2] Tong Zhao, Jian Xie and Ziqiang Dai: School of Civil Engineering, Tianjin University.
Engineering Structures, Vol.29 (2007), p. 2711-2722 [8] People's Republic of industry standards: Standards Methods for Testing of Concrete Structure (GB 50152-1992)(China Communication Press, Beijing 1992) (In Chinese) [9] Jianshu Ye: Principles of structure design(China Communication Press, Beijing 2005)(In Chinese) [10]Pingyi Jia, Yantao Li, Lijun Wang: Journal of Hebei Institute of Architecture Civil Engineering .Vol.19 (2001), p. 7-9(In Chinese) [11]Tiecheng Wang, Guyi Kang: Building Structure.

The Crack Development Mechanism of Prestressed Girder Influenced by Different Bond between Prestressed Tendons and Concrete Viktor Borzovič1,a *, Ján Laco2,b, Miroslav Pecník1,c and Peter Pažma1,d 1Slovak University of Technology in Bratislava, Faculty of Civil Engineering, Radlinského 11, 810 05 Bratislava, Slovak Republic 2Atkins, Epsom Gateway, 2 Ashley Avenue, Epsom, Surrey, KT18 5AL, United Kingdom aviktor.borzovic@stuba.sk, bjan.laco@atkinsglobal.com, cmiroslav.pecnik@stuba.sk, dpeter.pazma@stuba.sk Keywords: post-tensioned structures, bond of prestressing units, crack width, experimental research Abstract.
Borzovič, Bond stress-slip behaviour of prestressing units coated with corrosion protection, in: TRANSACTIONS of the VŠB – Technical University of Ostrava: Civil Engineering Series.
Jošt, Experimental verification of reinforced concrete member under cyclic loading, in: Procedia Engineering, Volume 91, 23rd Russian-Polish-Slovak Seminar on Theoretical Foundation of Civil Engineering, Wroclaw, Poland, ISSN: 18777058, 2014, p. 262-267 [8] STN EN 1992-1-1 (2006) Eurocode 2: design of concrete structures – Part 1-1: general rules and rules for buildings [9] fib Model Code for Concrete Structures 2010 (2013), Ernst & Sohn

In: Proc. 6th International Conference on FRP Composites in Civil Engineering CICE’2012, Rome 2012, Italy
Archives of Civil and Mechanical Engineering 12 (2) 2012, Elsevier, 228–239
GSTF International Journal of Engineering Technology (JET) 2013 Vol.2 No.1, 182-196
Architecture and Civil Engineering, ACE’2014, Singapore, GSTF, 128-137.

YANKELEVSKY1b 1National Building Research Institute, Faculty of Civil & Environmental Engineering Technion-Israel Institute of Technology, Haifa, Israel 32000 abrod@tx.technion.ac.il, bdavidyri@tx.technion.ac.il Keywords: reinforced concrete, infilled frames, masonry Abstract.
Gamble, “An Investigation of the Interaction of Reinforced Concrete Frames with Masonry Filler Walls,” Illinois Univ Urbana Dept of Civil Engineering, 1970
Brokken, “EFECTS OF INFILLS IN SEISMIC RESISTANT BUILDING.,” in Journal of Structural Engineering, 1981, vol. 109, no. 6, pp. 1337–1361
Dept. of Civil and Environmental Engineering., 2009

Since macro synthetic fibers could increase the cracking resistance of early-age concrete and improve the toughness of hardened concrete[2,3], Chinese designers and engineers started the applications of the structural synthetic fibers, especially in the shotcrete construction of tunnels and underground structures[4,5].
He, in: The 14th National Conference Proceedings of The Concrete and Prestressed Concrete, edtied by China Civil Engineering Society, Changsha (2007).
Pande: International Journal of Civil and Structural Engineering Vol. 1 (2011), P. 910 [15] Z.L.
Huang, in: The 11th National Conference Proceedings of The Fiber Reinforced Concrete, edtied by China Civil Engineering Society Publications/Dalian University of Technology Press, Dalian (2006).

Preface The 3rd International Conference on Applied Engineering, Materials and Mechanics (3rd ICAEMM 2018) was taken place in Okinawa Island, Japan, during April 20-22, 2018.
Jongwan Hu Incheon National University, Department of Civil and Environmental Engineering Incheon Disaster Prevention Research Center Secretary Hongki Son Incheon Disaster Prevention Research Center Associate Editors Prof.

A Novel Refined Plate Theory for Free Vibration Analyses of Single-Layered Graphene Sheets Lying on Winkler-Pasternak Elastic Foundations Fatima Boukhatem1,a, Aicha Bessaim2,3,b, Abdelhakim Kaci3,4,c, Abderrahmane Mouffoki3,d, Mohammed Sid Ahmed Houari2,3,5,e, Abdelouahed Tounsi3,6,f*, Houari Heireche1,g, Abdelmoumen Anis Bousahla1,7,h 1Laboratoire de Modélisation et Simulation Multi-échelle, Département de Physique, Faculté des Sciences Exactes, Département de Physique, Université de Sidi Bel Abbés, Algeria. 2Department of Civil Engineering, University Mustapha Stambouli of Mascara, Algeria. 3Material and Hydrology Laboratory, University of Sidi Bel Abbes, Faculty of Technology, Civil Engineering Department, Algeria. 4Department of Civil Engineering and Hydraulics, University of Saida, Algeria 5Centre of Excellence for Advanced Materials Research, King Abdulaziz University, Jeddah, 21589, Saudi Arabia Department of Civil and Environmental Engineering, King Fahd University
Composites Part B: Engineering, 37(6), 425-436
Journal of Engineering Mechanics, 144(9), 04018094
Composites Part B: Engineering, 98, 78-87
Composites Part B: Engineering, 61, 162-171

ELASTAVE BUCKING of WHOLE-CORRUGATE WEB H-BEAM Yong Chen1,a ， Chunyu Zhang1,b 1Department of Civil and Architectural Engineering, Heilongjiang Scientific College, Heilongjiang Harbin 150027 ahljchenyong@163.com, bhljkjxyzcy@163.com Keywords: whole-corrugated web; H-beam; buckling strength; finite element method; variable section beam Abstract: Contradiction between thin wall and stability of H-beam is a kind of problem in engineering field, the corrugated web H-beam researched in this paper relieve the contradiction to some extent.
This paper apply finite element method of variable section beam and high programming language of MATLAB to analyze buckling strength under axis pressure and effect of critical load of parameter of whole-corrugated web H-beam and contrast to constant cross section H-beam, declaration superiority of whole-corrugated web H-beam with example, supply theory to this kind of H-beam in engineering application.
Jonrnal of structural engineering，Aprij 1996 [3] LI Yan Wen.