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Remediation Technologies - A Comparative Study Ayush Mittal1,a* and Shalinee Shukla2,b 1Assistant Professor, Department of Civil Engineering, REC Ambedkar Nagar, UP, India 2Associate Professor, Department of Civil Engineering, MNNIT Allahabad, UP, India arce1453@mnnit.ac.in, bsshukla@mnnit.ac.in Keywords: contamination, toxic, health risk, technologies, hazardous wastes Abstract: Contaminated land is a legacy of industrial revolution as a result of rapid growth of industries.

Universidad Politécnica de Madrid (España) 2Departamento de Geología Minas e Ingeniería Civil, Sección Estructuras Transporte y Construcción.
The results of indirect traction strength and modeling of bricks have been verified by the finite element method through the Civil FEM software, in figure 5 is observed the experimental result of maximum tensile stress of 0.748 MPa and unit strain of 0.0122 mm/mm, in the same way the results of the modeling indicate a maximum tensile stress of 0.743 MPa and a unit strain of 0.0124 mm/mm, thus demonstrating a clear correlation between the laboratory data and those obtained in the modeling, whose coefficient Pearson's correlation is 0.98.
Makusa, Soil Stabilization Methods and Materials in Engineering Practice, Luleå University of Technology Luleå, Sweden, 2012
Geo-Engineering. 8 (2017). doi:10.1186/s40703-017-0064-9

Influence of Shrinkage Reduce Agent on Early Age Autogenous Shrinkage of Concrete Xiao-Qian Qian 1, a , Tao Meng, Shu-Lin Zhan, Min-Hui Fang, Kuang-Liang Qian 1 Department of Civil Engineering, Zhejiang University, Hangzhou, People's Republic of China a qianxq@civil.zju.edu.cn Keywords: Shrinkage reducer agent; Pulverized slag; Pulverized fly ash; Concrete; Early age autogenous shrinkage Abstract.
Binding Bolt 7 2 8 3 4 5 8 Di gi t al Temper at ur ei ndi cat i ng I nst ur ment 7 2 6 Comput er Si gnal Conver t er 5 1 3 4 Test Results and Discussion Effect of SRA on Early Age Shrinkage of Concrete in Different Strength Grade Details of the mixture proportions, which was selected from a practice engineering, initial setting time and slump constant were listed in Table 2.

The research results can provide a reference for the design and construction of other similar engineering.
The results can provide a reference for the design and construction of other similar engineering.
Engineering Structures, Vol. 6 (1984), p. 185-210
Journal of Bridge Engineering, Vol. 4 (1999), p. 107-115
Vol. 7726 (2010), Bellingham: Spie-Int Soc Optical Engineering

Analysis of Reinforced Concrete Slabs with Reinforcements under Partitions with Finite Element Method Tiegang Zhou1, a, Haitao Jiang 1,b 1School of Civil Engineering, Xi'an University of Architecture and Technology, Xi’an, 710054, China azhoutiegang@126.com, b jhtzr@163.com Keywords: finite element method; internal force; reinforced concrete slab; partition; reinforcement; concealed beam Abstract.
Designers, in most cases, have to rely on engineering experiences after a simple calculation to design such reinforcements or concealed beams.
Most of the designers rely on engineering experiences or afrer a similar and simple calculation, increasing the amount of longitudinal reinforcements in local plates under the partitions.
In this case, pre-arching in construction is proposed to prevent the deflection is too large to meet the requirements of specifications and engineering needs [5].
Therefore, when the plate is simply supported, we must pay attention to the reinforcement at the bottom of the plate to analyze whether it is meet the engineering requirements or not.

Friction factors of oilfield water injection network——calculating cases analysis Zhong-chen Yu1,2,a, Dong Ma2,b Song WANG3 and Xue-jiao Zhang2 1Heilongjiang Key Laboratory of Disaster Prevention, Mitigation and Protection Engineering, Daqing163318, China 2School of Civil Architecture Engineering, Northeast Petroleum University, Daqing 163318, China 3 School of Earth Sciences, Northeast Petroleum University, Daqing 163318, China ayuzi7777@163.com, bmadong890119@sina.com Keywords: friction factor; oilfield water injection; network; sensitivity; orthogonal experimental analysis; calculating cases Abstract.
The approach is a theoretical guarantee to network design and optimal analysis of oilfield water injection network, and has a specified engineering significance.
[4] F.Guhl, B.Bremond and D.Gilbert: Applications in Water Supply. 1993, p. 306~315 [5] Cross, H: Engineering Experiment Station.
[7] M.Greco, G.D.Giudice: Hydroaulic Engineering Vol. 125-8 (1999), p. 190-200

Risk assessment of Large-scale Public Utility Projects on base of Entropy Law Jin Yaoyu Yangzhou University of Architecture and Civil Engineering, Jiangsu province,china jinyaoyu2013@sina.cn Keywords: entropy; Large-scale public utility projects; risk assessment Abstract.
The risk of a large public utility system projects 1.1 Large public utilities projects and their risk characteristics Large public utilities engineering services means having a common purpose to adapt to the needs of social production and life provided, such as: water, electricity, heating, etc.
The participating subject of the management phase is the engineering party and the third party, namely supervisor, authorized by the construction party, during which period the project manager from the engineering party will be in charge of the management.
Journal of Construction Engineering and Management，1992，116（3）：118
Underground Space and Engineering, 2008

Recycled Technology of Urban Road Construction Waste and Miscellaneous Fill Used as Subgrade Fillings Bingkang Liu a Jinsong Fan b Huimin Hu Lihui Fu School of Civil Engineering, Hefei University of Technology, Hefei, China, 230009 aliubingkang@hfut.edu.cn, bfanjinsong163@163.com Key words: miscellaneous fill, subgrade fillings, CBR, cold recycling technology, soil modification Abstract: Continuously increasing municipal renovation and roadbed excavation produced a considerable quantity of solid waste each year such us miscellaneous fill mixed with broken pavement fragments and brickbats, which resulted in a series of urban environment and soil resource issues.
It is typical miscellaneous fill that is usually vaguely defined in the engineering as soil mixed by solid wastes with different grain sizes and various natures.
Its heterogeneous composition and uncontrolled engineering performance determine its application difficulty in real construction.
Simple construction process, low cost and ideal effect make it previous in engineering projects.
In engineering projects, cold recycling technology, soil modification with additives and heavy-tamping method are recommended as several effective ways to implement recycling and utilization technology.

Erosion effects of sodium sulfate solution on the unconfined compression strength of cement soil JingYu Zhang1,a , SiLi Chen1,b, JianJun Shi1,c, YiHan Wu1,d, YuLin Yang1,e, Xing Wei1,f 1 School of Architecture & Civil Engineering, Shenyang University of Technology, Shenyang 110870, China a422208285@qq.com, bshen1458@163.com,csjj1975@163.com，d782035269@qq.com,e806718277@qq.com,f646576223@qq.com Keywords: Cement soil Sodium sulfate solution Unconfined compression strength Erosion effect Abstract.
The study result is significant and valuable to the safety and the durability of cemented soil engineering.
This study provides technical parameters for complex environment applications and engineering design.
Journal of Basic of Science and Engineering, 22, (2), 343-349 (2014)
Journal of Geotechnical Engineering C, JSCE, 2010, 66(1):21–31.

Building equipment life cycle cost studies ZhaoZhang College of Civil Engineering and Architecture, Guizhou University, Guiyang 550003, China; 519054727@qq.com Key words: life cycle cost, building equipment, save energy Abstract： The summary of building equipment life cycle cost of the meaning and detailed analysis of the life cycle cost of building equipment, and the establishment of the life cycle cost of building equipment, all the models.
An engineering example life cycle cost of building equipment, the analysis shows that the whole life cycle cost method of building equipment and analysis of the scheme to reduce the cost of system, to enhance the system provided on the economy.
References [1] National Qualification Examination for Cost Engineers Board of Reviewing Editors of training materials.
Beijing: China Planning Press, 2008 [2] Wang Enmao, Liu Yonghui. based on life cycle cost of energy-saving residential investment decision [J] Construction Economics, 2010 (5) :31-33 [3] Houhua Bo, Yu Li Kwai. based on life cycle cost analysis of the choice of duct system [J] Refrigeration and Air Conditioning, 2009 (2) :61-65 [4] Weeks of holes are, Li Haijun. the whole life cycle cost [LCC] management theory in the energy meter application [J] Electrical Measurement and Instrumentation, 2006 (10) :21-25 [5] Griffith J.W，Keely B.J.Techniques of life cycle costing[J].Cost Engineering,1978:165-168 [6] Sieglinde K.