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Assessment of Load Carrying Capacity For Concrete Rectangle Section Simple Beam Subjected To Fire Gang Zhang1,a, Shuan-hai He2,b, Hong-jun Guo3,c 1,2Key Laboratory of Old Bridge Detection and Reinforcement Technique in Traffic Industry, Chang’an university, Xi'an 71006 3Xi'an Municipal Engineering Design Research Institute Limited Company azhanggang@chd.edu.cn,bheshai@chd.edu.cn,c785869516@qq.com Key words :concrete simple beam; load carrying capacity; fire Abstract.
Thus, the paper have been considering different concrete cover thickness[9], an evaluation model of load carrying capacity for reinforced concrete beams bridge was built to evaluate the actual engineering.
In actual engineering applications,.
Reference: [1] Bo Wu and Yu-ye Xu：China Civil Engineering Journal,Vol.40(2007),p.30(in Chinese) [2] Jianzhuang Xiao and Yunbiao Huang：Journal of Building Materials,Vol. 9(2006),p.255(in Chinese) [3] Yin-zhi Wang：Behavior and Design of Composite Beam in Fire with Considering Global Structure Effect, (TongJi University,Shanghai 2006)(in Chinese) [4] Ying Jiang.
Fire-resistant performance research about Reinforced concrete simple beam[D]．Harbin：Harbin Engineering University, 2006.

Design of high temperature and high pressure petroleum bullets performance test device Xiaoqing Li1,a Renqiang Liu2,b Dai Zhong hua3,c Xiaoyan Liu4,d 1School of Civil Engineering, Northeast Petroleum University 2Exploration and Development Research Institute,Daqing Oilfield,Daqing 163712,China 3No.3 Oil Production Plant of Daqing 4Heilongjiang Key Laboratory of Disaster Prevention, Mitigation and Protection Engineering, Daqing, China 163318 aLi964499@126.com, bLiurenqiang2006@126.com, cxuying1019@126.com, dLiu_xydq@163.com Key words: high temperature and high pressure; reaction autoclave; performance test; device Abstract.
Journal of Chemical Engineering of Japan, 1998, 31 (4): 626 - 632
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Chemical Engineering Science,1996,11(51):3139-3141
Control Engineering Practice,2002,10:1147-1152.

This paper aims to study the influence of three-dimensional combined stress on body specimens and layer specimens, this has important practical significance for engineering practice.
The machine used in this experiment was designed by State Key Laboratory of Coastal and Offshore Engineering in Dalian University of Technology.
The above results have important significance and practical value for engineering design and nonlinear analysis.
Acknowledgements This work was financially supported by the State Key Laboratory of Water Resources and Hydropower Engineering Science Foundation of Wuhan University (2012B102).
[2] Kenneth, D.Hansen.: Roller compacted concrete: A Civil Engineering Innovation Concrete (International Design & Construction, 1996)

Characterization of Carbon Composites Properties for Application in Sport Industry FOJTL Ladislav1,a, RUSNÁKOVÁ Soňa1,b, ŽALUDEK Milan1,c, ČAPKA Alexander1,d and RUSNÁK Vladimír2,e 1FT TBU in Zlín, Department of Production Engineering, 760 05 Zlín, Czech Republic 2VŠB –Technical University of Ostrava, Faculty of Metallurgy and Materials Engineering, 708 33 Ostrava-Poruba, Czech Republic afojtl@ft.utb.cz, brusnakova@ft.utb.cz, czaludek@ft.utb.cz, dcapka@ft.utb.cz evladimir.rusnak@form-composites.com Keywords: Carbon Composite, Prepreg, Rim, Flexural Properties, Impact Resistance Abstract.
Kang, Chapter 3 - Engineering and Applications of Carbon Materials, In Materials Science and Engineering of Carbon: Fundamentals, Butterworth-Heinemann, Oxford, 2014, pp. 219-525 [2] J.
Fette, Combination of Carbon Fibre Sheet Moulding Compound and Prepreg Compression Moulding in Aerospace Industry, Procedia Engineering, 81, 2014, pp.1601-1607 [3] F.
Pansart, 6 - Prepreg processing of advanced fibre-reinforced polymer (FRP) composites, In Woodhead Publishing Series in Civil and Structural Engineering, Woodhead Publishing, 2013, pp. 125-154 [7] HexPly® M49, Datasheet, Hexcel Corporation [8] EMT 125 Plus, Datasheet, Pro-systems S. p.

Experimental Study on Engineering Properties Of Cemented Sand and Gravel Hua Fu1, 2,3,a,Jiangang Feng4 b, Huaqiang Han1, 2, 3,c, Hua Ling1, 2, 3,d 1Nanjing Hydraulic Research Institute, Nanjing 210029, China 2 Key Laboratory of Earth-Rock Dam Failure Mechanism And Safety Control Techniques, Ministry of Water Resource,Nanjing 210029, China. 3 Skate Key Laboratory Of Hydraulic—Water Resources And Hydraulic Engineering, Nanjing 210029, China 4Hohai University, Nanjing 210029, China ahfu@nhri.cn， b jgfeng@hhu.edu.cn，c hqhan@nhri.cn， chling@nhri.cn Key words: Cemented sand and gravel, static and dynamic properties Abstract: The static and dynamic triaxial shear tests and deformation tests on CSG (cemented sand and gravel) are conducted with different amount of added cementing materials.
Engineering experience compared with RCC dam demonstrated that it has low requirement of foundation, rapid speed in construction and low cost.
[9] Nagayama, et al, Development of the CSG construction method for sediment trap dams[J].Civil Engineering Journal, 1999,41(7):6-17

Dynamic Stress Concentration of Circular Cavity and Double Linear Cracks in Elastic Medium Zhang Xueyi1, a , Zou Guangping1, b , Li HongLiang1, c 1 College of aeronatical and civil engineering Harbin Engineering University Harbin 150001, China a zhangxueyi@hrbeu.edu.cn, b zouguangping@hrbeu.edu.cn, clihongliang@hrbeu.edu.cn, Keywords: dynamic stress concentration linear crack; circular cavity; SH-wave scattering Abstract.Sacttering of SH-wave of combined deffectiveness which included single circular cavity and double linear cracks in elastic medium was investigated in detail.
Introduction In mechanical engineering, circular cavity is used widely in structure design.
So infulence of double crack must be taken into account in the field of mechanical design and engineering.
"The Interaction of Circular Cavity, Inclusion with Beeline Cracks by SH-wave [D] (in Chinese)," Harbin Engineering University, Harbin. 2004.25-64 [5] Lee V.
Journal of earthquake engineering and engineering vibration.2004(3):2580-594

.,  Russia 184209 2The National University of Science and Technology “MISiS”, Leninsky pr.6, Moscow, 119991 Russia 3Department of Construction Technology, Faculty of Civil Engineering in Prague Thákurova 7/2077, 166 29 Prague 6 - Dejvice, Czech Republic aroot@goi.kolasc.net.ru, bmesyats@goi.kolasc.net.ru, clirabis@goi.kolasc.net.ru, decherepetskaya@mail.ru, emrdfyz@mail.ru, fmorozov499@yandex.ru, gkravtale@fsv.cvut.cz, hadam.konvalinka@fsv.cvut.cz Keywords: Mineral deposits, pyroxenites, compressional waves, shear waves, seismic tomography Abstract.
Modeling the triaxial behavior of riverbed and blasted quarried rockfill materials using hardening soil model, Journal of Rock Mechanics and Geotechnical Engineering, Volume 8, Issue 3, 2016, Pages 350–365
Jahed Armaghani, Characteristics of weathering zones of granitic rocks in Malaysia for geotechnical engineering design ,Engineering Geology, Volume 200, 2016, Pages 94-103
Impact of weathering on slope stability in soft rock mass, Journal of Rock Mechanics and Geotechnical Engineering, Volume 6, Issue 3, June 2014, Pages 240-250
Bazvand, New engineering geological weathering classifications for granitoid rocks, Engineering Geology, Volume 185, 2015, Pages 43-51

Assessing Contractor Satisfaction towards Client Performance in Construction Projects JATI Utomo Dwi Hatmoko1,a*, RIQI Radian Khasani2,b 1,2 Departement of Civil Engineering, Diponegoro University, Indonesia ajati.hatmoko@undip.ac.id, briqi.radian@ft.undip.ac.id Keywords: contractor satisfaction, client performance, contractor satisfaction index, importance-performance analysis of client performance Abstract.
Abushaban, Factors affecting the performance of construction projects in the Gaza strip, Journal of Civil Engineering and Management, Vol. 15(3) (2009) pp.269-280 [2] H.
Proverbs, Factors influencing contractor performance, Engineering, Construction and Architectural Management, Vol. 10(5) (2003) pp.322 - 332 [3] R.
Proverbs, Modelling the satisfaction of contractor: the impact of client performance, Engineering, Construction and Architectural Management, 9 (2002) pp.453-456 [4] R.
Pham, Project Management Knowledge of Construction Professionals: Cross-Country Study of Effects on Project Success, Journal of Construction Engineering and Management, 139(11), (2013).

Human Research and Engineering Directorate;2008
[7] Sun ZL, Zhao MY, Yin ZD: Mechanical science and technology for aerospace engineering 2012; 31(7): 1050-1054
[12] Wang XY, Yao XY: China civil engineering journal 2012; 172-176
[16] Zhao FF: Value Engineering 2011; 311
[17] Wang XY, Yao XY, Sun HX: China Civil Engineering Journal 2012; 45(2): 172-176

Numerical Analysis of Compacted Forming Concrete Pile in the Subsea Soil Jianmin Chen 1, a, Xiaodong Hao 2,b and Zuchang Song 3,c 1Department of Marine Engineering, China University of Petroleum (East China), Shandong, Qingdao, 266555, China 2Department of Marine Engineering, China University of Petroleum (East China), Shandong, Qingdao, 266555, China 3Department of Marine Engineering, China University of Petroleum (East China), Shandong, Qingdao, 266555, China ajmchen1956@126.com, bantoniohawk@126.com, ccocacolaszc@163.com.
They assumed the grout in the end of the pile to be a ideal spherical solid model, and this is clearly incompatible with the engineering practice.
So in practical engineering, we must select an appropriate concrete mixing ratio to make the concrete cohesion and elastic modulus suitable
References [1] Xiaodong Zhang: Journal of Harbin University of Civil Engineering Architecture Vol. 34 (2001), p. 116-120.
[3] Qingli Hu, Kexu Zhang: Journal of Harbin University of Civil Engineering and Architecture Vol. 35(2002), p. 48-52.