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Application of a very wide range of engineering and construction of concrete beam, generally by the concrete and steel components, plays an important role in civil engineering.
Introduction Steel Reinforced Concrete (SRC) is -steel and concrete in a certain structure and connection ways of combining, [1] structure form a better performance than the two kinds of materials, the structure can make up for their shortcomings, is a commonly used building materials in civil engineering.
Conclusion To solve the problems that exist in the concrete in the engineering construction, improve the compressive strength and flexural capacity, this study proposes a SCR structure, namely, "工" sections and reinforced concrete of artifacts.
Key Engineering Materials, 2007(348):833-836 [3] Qingduo Hao, Yanlei Wang, Jinping Ou.
Progress in Structural Engineering and Materials. 2002, 4:149~160 [5] G.

Evaluation on Features of Soft Foundation Engineering and Bearing Layer of Pile in Jiaxing City ZHOU Jin-long1,2,a, LI Qiao1,b, CAI Wei-zhong3,c 1College of Water Conservancy and Civil Engineering, Xinjiang Agricultural University, Urumqi, 830052, China 2School of Environmental Studies, China University of Geosciences, Wuhan 430074, China; 3 Zhejiang Engineering Prospecting Institute, Ningbo 315012, China azjzhoujl@163.com, b262384604@qq.com, cwzcai@nbip.net Keywords: Soft Foundation; Engineering Features; Pile; Evaluation; Jiaxing City.
The engineering features of soft soil have long been the major subject in the research of geotechnical engineering.
Features of Soft Soil Foundation in Jiaxing City Overview of Engineering Geology.
Engineering Features of Foundation Soil Mass.
When the depth of the layer was over 3.5 m and of good uniformity and when the cone tip resistance qc in static sounding was over 4.0MPa, such silt layer could be used as the bearing layer of pile for multi-story civil buildings.

Computational model The finite element analysis software MIDAS/CIVIL was used to analyze the mechanical characteristics of this bridge.
(In Chinese) [2] Wu Wenqing, Wan Shui, Ye Jianshu et al: China Civil Engineering Journal, Vol. 37(2004), No. 9, p. 31-36.
(In Chinese) [7] Shan Cheng-lin: Engineering Mechanics, Vol. 25(2008), No. 6, p. 122-127.
(In Chinese) [8] Li Li-feng, Liu Zhi-cai, Wang Fang: Engineering Mechanics, Vol. 26(2009), No. 7, p. 89-96.
(In Chinese) [9] Li Lifeng, Xiao Xiaoyan, Liu Qing: China Civil Engineering Journal, Vol. 45(2012), No. 7, p. 111-119.

Enhancing properties of reinforcing steel by chemical phosphatation Costică BEJINARIU1a, Petru LAZĂR1b, Andrei Victor SANDU1,2,c , Alin Marian CAZAC1d, Ioan Gabriel SANDU1,3e, Ofelia CORBU4f 1Gheorghe Asachi Technical University of Iasi, Faculty of Materials Science and Engineering, Blvd.
Mangeron 41, 700050, Iasi, Romania 2 Center of Excellence Geopolymer & Green Technology (CEGeoGTech), School of Materials Engineering, Universiti Malaysia Perlis, 01000 Kangar, Perlis, Malaysia 3Romanian Inventors Forum, Str.
Sf.P.Movila 3, L11, III/3, 700089, Iasi, Romania 4Faculty of Civil Engineering, Technical University of Cluj-Napoca, 28 Memorandumului Street, 400114 Cluj-Napoca, Romania acostica.bejinariu@yahoo.com, blazar.petru@gmail.com, c sav@tuiasi.ro, dalin.cazac@yahoo.com, egisandu@yahoo.com, eOfelia.Corbu@staff.utcluj.ro Keywords: chemical phosphatation, reinforcing steel; zinc phosphates; coating Abstract.
This paper presents the first results of complex study concerning the protection of reinforcing steel used in concrete structures from civil and industrial buildings.
Ricketts, Standard Handbook for Civil Engineers, Fourth Edition, McGraw-Hill Book Company, 1995

Outstripping engineering preparation of construction sites Oleinik Pavel Pavlovich1, Grigorieva Larisa Stanislavovna2 and Brodsky Viktor Isaevich 3 1 Doctor of Technical Sciences, The Department of Technology and building organization of production, Moscow State University of Civil Engineering (MGSU), 26 Yaroslavskoe shosse, Moscow, 129337, Russian Federation 2 Doctor of Chemical Sciences, The Department of Composite Materials Technology and Applied Chemistry, Moscow State University of Civil Engineering (MGSU), 26 Yaroslavskoe shosse, Moscow, 129337, Russian Federation 3 PhD, The Department of Technology and building organization of production, Moscow State University of Civil Engineering (MGSU), 26 Yaroslavskoe shosse, Moscow, 129337, Russian Federation pehel@yandex.ru Keywords: construction site, a combination of milestones, the intensity of work Abstract.
Basic provisions on the organization of engineering site preparation should include: advancing the construction of permanent utilities and facilities for the construction of water, heat , steam, compressed air and electricity ; Ahead of off-site and intra- device roads for use in the construction process; anticipatory lining of engineering networks for transport communication, , assembly and storage areas ; lining combined with the construction of engineering networks of underground hour children of buildings and structures ; combined gasket different kinds of utilities outside the zones and under construction projects mounting and storage areas ; organization of production and living conditions on construction sites for the erection of mobile systems from the inventory of buildings, construction in the preparatory period and the use of permanent buildings for the needs of the construction of the existing buildings .
Number of homogeneous sections and the amount of work on them depend on the density of the object settings for synthesizing the entire set of influencing factors : the size and area of the territory ; availability of production , transport and engineering communications; cooperation of the main and auxiliary facilities; composition commissioning of new systems and queues.
Information-systems engineering.
Kharitonov, Underground buildings and structures on the industrial and civil values.

The use of Probability in Risk Assessment Karel Kubečka1,a* and David Pustka2,b 1Institute of Technology and Business in České Budějovice, Department of Civil Engineering, Okružní 517/10, 370 01 České Budějovice, Czech Republic & VŠB-Technical University of Ostrava, Institute of Clean Technologies for Mining and Utilization of Raw Materials for Energy Use, 17.listopadu 15/2172, 708 33 Ostrava-Poruba, Czech Republic 2VŠB-Technical University of Ostrava, Department of Building Structure, Faculty of Civil Engineering, L. 
In the course of time the risk analysis started to use also in civil engineering.
Except the UMRA method the authors develop applications of SWOT analysis in civil engineering in the field of building foundations and decision process regarding of suitability of regions for realization of civil engineering buildings.
Summary Using of risk analysis methods is useful as an alternative method for forensic engineering field.
Engineering Geology. 2011, vol. 122, 3-4, pp. 169-178.

In this framework, an experimental program was undertaken on a rammed earth mock-up by means of shake table tests carried out at the National Laboratory of Civil Engineering (LNEC) in Lisbon.
In this framework, the present investigation addresses the out-of-plane behavior of a U-shape rammed earth mock-up subjected to a shake table tests carried out at the Earthquake Engineering and Structural Dynamics Division (NESDE) of the National Laboratory of Civil Engineering (LNEC) in Lisbon.
Acknowledgments are addressed to the Earthquake Engineering and Structural Dynamics Division (NESDE) of the National Laboratory of Civil Engineering (LNEC) in Lisbon and to João Bernardino, Lda. and TERRACRUA - Construções Ecológicas Unipessoal, Lda for building the rammed earth model.
Prentice-Hall International Series in Civil Engineering and Engineering Mechanics
Engineering Structures, 198, 109477

Vol. 34 (2004), P. 46-48 (in Chinese) [9] Chen Zhihua, Li Yang, Kang Wenjiang: China Civil Engineering Journal.
Vol. 39 (2006), P. 944-950 (in Chinese) [12] Chen Zhihua, Qin Yali, Zhao Jianbo, et al: China Civil Engineering Journal.
Vol. 14 (2008), P. 14-20 (in Chinese) [46] Guo Jiamin, Dong Shilin, Yuan Xingfei: China Civil Engineering Journal.
Vol. 37 (2008), P. 133-135 (in Chinese) [60] Shi Kairong, Guo Zhengxing, Luo Bin, et al: China Civil Engineering Journal.
Vol. 43 (2010), P. 8-17 (in Chinese) [61] Shi Kairong, Guo Zhengxing, Luo Bin: China Civil Engineering Journal.

The special edition focuses on the important aspects of designing, researching and analyzing the load-bearing properties of concrete-based structural elements and functional structures used in modern construction and will undoubtedly be useful to civil engineers and architects.

Applicability of X-Ray Diffraction Technique for Stresses Quantification in Metallic Structural Elements SÁNCHEZ-BEITIA S a and BARRALLO J b Fac. of Architecture,Univ. of the Basque Country, San Sebastián, Spain a santiago.sanchez@ehu.es, bjavier.barrallo@ehu.es Abstract Since 2009 the research group managed by the authors promotes the applicability of XRay Diffraction technique (NDT) for global stresses measurements in metallic structures for civil engineering and building.
However X-Ray Diffraction technique until now has not been applied in building or in civil engineering to measure the structural stresses.
Since 2008 authors tries the introduction of X-Ray Diffraction technique in different applications for the construction sector (buildings and civil engineering).
The innovation of this paper consists on the applicability of the technique to obtain the stresses states on structural elements (buildings and civil engineering).