Title	::	Analysis of Supercritical Airfoils for Increasing Critical Mach number for Subsonic Aircrafts
Country	::	India
Authors	::	K.Soundarya || K.Sriram || M.Divya || G.Muralidharan
Page	::	01-05

The aerodynamic characteristics of an airfoil plays a vital role in terms of design aspects and experimental valuation This led to increasing of critical Mach Number with the help of comparing various performance characteristics of supercritical airfoils at cruising conditions .The main objective of this project is to carry out design and analysis of various supercritical airfoils with same cruising local velocity along with the study of aerodynamic characteristics such as drag co-efficient and critical Mach number.The objective is to improve the Mach number of a subsonic aircraft at transonic Mach speeds. The design profile chosen is based upon existing airfoils used in Airbus A380-800 .

 

Keywords: - Supercritical airfoils, Critical Mach number, Co-efficient of drag,Cruising Speed Velocity

[1]. Whitcomb, Richard T.; and Beasley, William D.: Low-Speed Aerodynamic Charateristics of a 17-Percent-Thick Airfoil Section Designed for General Aviation Applications. NASA TNB D- 7428, 1973.
[2]. McGhee, Robert J.; and Beasley, William D.: Effects of Thickness on the Aerodynamics Characteristics of an Initial Low-speed Family of Airfoils for General Aviation Applications. NASA TM X-72843,1976.
[3]. McGhee, Robert J.; and Beasley, William D. " Low-Speed Aeodynamic Characteristics of a 13-Percent- Thick Medium – Speed Airfoil Designed for General Aviation Applications. NASA Tp-1498, 1979.

Title	::	Design of a Quadcopter with a Hand Glove Control
Country	::	india
Authors	::	R. Ajeeth Kumar || S.Ashokkumar || V. Prithiv Raj || K.Suriya Kala Devi || B. Ajai Anand
Page	::	06-10

The major objective of this project is to designing a quadcopter which can be controlled by hand glove. The control of a quadcopter can be made by the movement of hand, which in turn maneuvers the quadcopter through radio transmission, fully with the hand. The basic step is to designing and fabricating a quadcopter with accurate flight characteristics. This in turn continued by the assembly of various electronic units on a single right hand glove for the hand movement control. This quadcopter can be controlled both by normal radio control and by hand. This type of quadcopter can able to fly approximately a radial distance of about 1 km.

Keywords: - Quadcopter, Maneuver, Radio transmission, Radio controller, Fabricate, Radial distance

[1]. Gordon Ononiwu, Arinze Okoye, et al., "Design and Implementation of a Real Time Wireless Quadcopter for Rescue Operations", American Journal of Engineering Research, 5(9), 2016, 130-138.
[2]. Mr. B. Vinoth Kumar, S. Kalaiyarasan, et al., "Quadcopter Based Gas Detection System", IOSR Journal of Electronics and
Communication Engineering, 11(1), 2016, 64-68
[3]. Dhriti Raj Borah et al., "A review on Quadcopter Surveillance and Control", ADBU-Journal of Engineering Technology, 4(1),
2016, 116-119
[4]. Prof.A.V.Javir, Ketan Pawar, Santosh Dhudum, et al., "Design, Analysis and Fabrication of Quadcopter", Journal of The
International Association of Advanced Technology and Science, vol. 16, 2015
[5]. Vimal Raj , Sriram, Ram Mohan , Manoj Austin , "Design and fabrication of inclined arm miniature sized quadcopter UAV", IOSR Journal of Mechanical and Civil Engineering,13(5), 2016, 73-76

Title	::	A Heuristic Approach for Design and Calculation of Pressure Distribution over Naca 4 Digit Airfoil
Country	::	India
Authors	::	G. Madhan Kumar || R. Sriramasubramaniamoorthy || G. Johnson || M. Keerthana
Page	::	11-15

In recent years of technological perspective, the pressure distribution of airfoil has come to be a wide extent of studies using experimental, theoretical and computational code solving methods. In this hierarchy, it is more predominant to calculate the value of pressure distribution directly from the airfoil without any mode of additional requirement of experimental or computational one. In this paper, we present the method of plotting the NACA 4 digit airfoil and pressure distribution around it at zero degree angle of attack. The obtained results are compared and contrasted with experimental and computational calculations. The empirical formula of Cp is given and calculated for NACA 4 digit airfoil and MATLAB codes.

 

Keywords: - NACA 4 digit, pressure distribution formula, MATLAB codes, etc.

[1]. H. Abbot, A von Doenhoff., "Theory of Wing Sections, Including summary of airfoil data", Dover publications Inc. New York.
[2]. Haughton, Carpenter, "Aerodynamics for Engineering students", 6th Edition, Elsevier publications.
[3]. Vasishtabhargava, ChKoteshwara Rao, Y.D. Dwivedi, "Pressure Distribution & Aerodynamic characteristics of NACA Airfoils
usingComputational Panel Method for 2D Lifting flow", International Journal of Engineering Research ISSN:2319-
6890(online),2347-5013(print)Volume No.6, Issue No.1, pp :18-23, Jan.2017.
[4]. Charles L Ladson,"Computer Program to obtain ordinates for NACA airfoils", Langley Research Center. Hampton, Virginia.
[5]. Braslow, A. L. and Knox, E. C. (1958), "Simplified method for determination of critical height distributed roughness particles for boundary-layer transition at mach numbers from 0 to 5. NACA TN 4363."

Title	::	A Review on Performance and Emission Characteristics of a Dual Fuel Engine
Country	::	India
Authors	::	Mr.C.V.Durai Arasan || Mr.B.Vishnu Ganesh
Page	::	16-21

Abatement of emissions from transport sector is one of the major concerns throughout the globe. One of the technical challenges in transportation sector is to reduce emissions from diesel engine and simultaneously to meet the satisfactory performance; hence Dual fuel engines are most attractive due to its lower emission levels in comparison with the conventional diesel engine particularly at full loads. However based on my studies of distinct conclusion of authors, it is required to study the dual fuel combustion process with more information at part loads due to the poor performance and high CO and UHC emissions at these conditions. It is found that at part loads, areas that are influenced by diesel diffusion flames are ignited and premixed charge flame could not propagate properly as the combustion process is slow and leads the heat release to be drawn more towards the expansion stroke which causes incomplete combustion and consequently high amount of UHC and CO will be emitted..............

 

Keywords - Dual fuel engine, Part load, Full load, premixed charge flame, Diffusion Flames

[1]. Seyed Mohammee Mousavi,Rahim Khoshbakthi saray, Kamran Poorghasemi, Amin Maghbouli- Elsevier Fuel 166(2016): 309-319
[2]. M.J.Abedin, A.Imran, H.H.Masjuki, M.A.Kalam, S.A.Shahir,M.Varman,A.M.Ruhul- Renewable and suatainable energy reviews
60(2016) 306-316
[3]. Hongyuan Wei, Chunde Yao , Wang Pan, Guopeng Han, Zhancheng Dou, Taoyang Wu, Meijuan Liu,Bin Wang, Jian Gao, Chao Chen, Junjie Shi- Fuel 188 (2017) 427–441science direct Elsevier.
[4]. Zhonshu Wang, Zhongxiang Zhao, Dan Wang, Manzhi, Yongqiang Han, Zhongchang Liu, Huili Dou- Elsevier Fuel 167 (2016) 248-256
[5]. Qiang Zhang , Na Li , Menghan Li- Journal of the Energy Institute 89 (2016) 766e781

Title	::	3D Finite Element Analysis Simulation Of Slot Milling Process For Titanium Alloy Ti6Al4V
Country	::	India
Authors	::	Prakash C || Vijay Sekar K.S
Page	::	22-28

Slot milling is one of the complex metal cutting process which is to be investigated to make it cost effective and to improve the quality of the machined components by reducing or eliminating the machining induced damages. Hence, in this research work a realistic 3D Finite Element Model is developed in ABAQUS\Explicit to simulate the slot milling process. The Finite Element Model consists of real 3D shape of the tool and workpiece. Slot milling simulation is carried out under different spindle speeds and feeds. The cutting forces, stress and chip formation are predicted from the Finite Element simulation. Moreover, the cutting force profile and data are compared with the experimental results available from the literature and found to be in good agreement. The proposed FE model with the Johnson – cook failure criteria predicts the Cutting forces, Chip formation, stress and the stain rate very effectively. The results obtained from the FE model confirm the quality and capability of predicting good results.

 

Keywords - 3D Finite Element Model, Chip formation, Cutting forces, Slot Milling, Ti6Al4V.

[1]. K. S. Vijay Sekar, M. Pradeep Kumar, Finite element simulations of Ti6Al4V titanium alloy machining to assess material model parameters of the Johnson-Cook constitutive equation, Journal of the Brazilian Society of Mechanical Sciences and Engineering, 33(2), 2011, 203-211.
[2]. Wu H.B, Zhang S.J, 3D FEM simulation of milling process for titanium alloy Ti6Al4V, Int J Adv Manuf Technol, 71, 2014, 1319- 1326.
[3]. Shivram P.R, Sushinder. K, Nivedh Kannaa S.B, Nisrag Gupta, Vijay Sekar K.S, Experimental Investigation and Finite Element Analysis of Milling of Ti-6Al-4V Titanium Alloy by Studying Cutting Forces and Chip Morphology, Applied Mechanics and
Materials, 852, 2016, 311-316.
[4]. Vivek Bajpai, Ineon Lee, Hyung Park, Finite Element Modeling of Three-Dimensional Milling Process of Ti-6Al-4V, Materials
and Manufacturing Processes 29, 2014, 564-571.
[5]. Guang Chen, Chengzu Ren, Xiaoyong Yang, Xinmin Jin, Tao Guo, Finite element simulation of high-speed machining of titanium alloy (Ti–6Al–4V) based on ductile failure model, Int J Adv Manuf Technol 56, 2011, 1027–1038.

Title	::	Minimizing the Cost of Construction Materials through Optimization Techniques
Country	::	India
Authors	::	Akalya.K || Rex.L.K || Kamalnataraj.D
Page	::	29-33

In construction industry the aim of project is to control the cost of the men, material and machineries and finish it on time, within the estimated budget. Reduction in cost of construction is a constant goal for construction industry.In this project we have performed the quantification of the structural elements with regard to dimensional and material properties in order to work out the cost per unit item for various design combinations.This project covers the optimization of design combinations to achieve satisfactory results for economical construction.

 

Key words: - Cost Optimization,Structural element,Economic Construction.

[1]. A.S. Ali, S.N. Kamaruzzaman (2010) "Cost Performance For Building Construction Projects In KlangValley " Journal Of Building Performance Issn,Vol. 1.
[2]. AnujaRajguru, ParagMahatme .,(March 2015) "Effective Techniques in Cost Optimization Of Construction Project" International Journal of Research in Engineering and Technology Vol. 4, pp. 464-469.
[3]. Barbole A.N., Y. D. Nalwade, S. D. Parakh (June. 2013) "Impact Of Cost Control And Cost Reduction Techniques On
Manufacturing Sector" Indian Streams Research Journal Vol. 3.
[4]. Bhushan , Tatar and Prof.RahulS.Patil " Time and Cost Optimization Techniques in Construction Project Management"
International Journal of Latest Trends in Engineering and Technology Vol. 7, pp. 230-237
[5]. Georgekutty C.K, Dr.George Mathew (August - 2012) "Research Methodology For Material Optimization In Construction
Projects" International Journal Of Engineering Research & Technology Vol. 1,pp 1-19.

Title	::	Analysis Of Electrical Hazards In Construction Industries
Country	::	India
Authors	::	R.Gayathri || J.Banuchandar
Page	::	34-36

Construction is project based where different parties work together to achieve a common goal. The means of achieving this goal is fraught with hazards. In that major hazard is considered as electrical hazards. Electrical hazard is therefore a phenomenon or a process that can endanger construction worker and their environment. Consequently the study assessed the level of electrical hazard and safety measures awareness among electricity users in construction area. In this analysis shown how the electrical accidents occurs in the construction field and gathering the questionnaires implementing in hypotheses where formulated and tested. Questionnaires were the soul instrument used for the study to analysis the review in the method of Mean, standard deviation and Z- test...............

 

Keywords - Electrical hazard, safety, Z-test, construction site

[1]. Bakshi, U.A., and Bakshi, V. U. (2009). Basic electrical engineering. Pune, India. Technical publications.
[2]. Cardick, J., Capelli-Schellpfeffer, T. and Neitzel, D.K., (2006). Electrical safety handbook. New York MC Graw-Hill Companies, Inc.
[3]. Floyd, L., Rogers, M., and UzoKa, U (2008). Home electricity safety retrieved on July, 15 2013 from
http:/www.safeelectricity.org/new/news.room
[4]. Janick, C. A. (2008). Occupational Fatalities due to Electrocutions in the Construction Industry. Journal of Safety Research, 39: 617-621.
[5]. Kolak, J. (2007). Electrical Safety: Elements of an effective program. Professional Safety. 52(2):18-24.

Title	::	Experimental Study on Concrete with Replacement Offine Aggregate by Quarry Dust
Country	::	India
Authors	::	K.Siva Shankari || P.R.Saranya
Page	::	37-41

Nowadays various researches achieved the strength of the concrete; the exposure on quarry dust plays a vital role in the field of construction. Concrete is the commonly used material in the construction industry. The widely used raw material in the concrete are cement, fine aggregate, coarse aggregate and water. River sand is at great rate of depletion and expansive, due to which there was a need for an effective alternative. Quarry dust, has been found as an economic alternative for sand. In fact we need high strength concrete to withstand to the heavy loads in a building.In this paper, we have investigated the study of quarry rock dust as partial replacement of fine aggregate in concrete...........

 

Keywords – Quarry dust,Compressivestrength,Optimum strength

[1]. Sivakumar and Prakash M. Characteristic studies on the mechanical properties of quarry dust addition in conventional concrete in the Journal of Civil Engineering and Construction Technology Vol. 2(10), pp. 218-235.
[2]. Ilangovana. R, Mahendrana .N, and Nagamanib .K. Strength and durability properties of concrete containing quarry rock dust as fine aggregate in the ARPN Journal of Engineering and Applied Sciences Vol. 3, No. 5, ISSN 1819-6608, pp. 20-26.
[3]. NimaFarzadnia, Abang Abdullah Abang Ali and RamazanDemirboga Incorporation of Mineral Admixtures in Sustainable High Performance Concrete" published in International Journal of Sustainable Construction Engineering & Technology Vol 2, Issue 1, pp. 44-56.
[4]. Shanmugapriya .T, Uma .R. N. Optimization of partial replacement of M-sand by natural sand in high performance concrete with silica fume published in International Journal of Engineering Sciences & Emerging Technologies, June 2012. ISSN: 2231 6604 Volume 2, Issue 2, pp: 73-80.
[5]. Devi .M and Kannan. K. Analysis of strength and corrosion resistance behaviour of inhibitors in concrete containing quarry dust as fine aggregate published in ARPN Journal of Engineering and Applied Sciences VOL. 6, NO. 11, NOVEMBER 2011, ISSN 1819- 6608, pp. 124-135. 6. IS 456: 2000, Plain and Reinforced Concrete code of practice. 7. IS 10262 : 2009 , Concrete mix proportioning- guideline.

Title	::	Seismic Analysis of Multistory Building with Floating Column
Country	::	India
Authors	::	N.Elakkiyarajan || G.Iyappan || A Naveen
Page	::	42-48

The term floating column is a vertical member which ends at its lower level rests on a beam which is a horizontal member. The beams in turns transfer the load to other column below it. In present scenario buildings with floating column is a typical feature in the modern multistory construction in India. Such features are highly undesirable in building built in seismically active areas. In the unavoidable circumstance floating columns are adopted in building. Brief analysis will be made for the structure with and without floating column. Floating columns are placed different story levels and different position in the structure, for different seismic excitation by changing the frequency of vibration using ETABS standard Finite element analysis package. Final results for maximum story displacement, maximum inter-story drift, story base shear, overturning moment are compared with different seismic excitation. The most safer and economical method to reduce the cost of floating column beam is suggested..

 

Keywords - Dynamic Loading, ETABS, Finite Element model, Floating column, Seismic analysis.

[1]. Baldev D. Prajapati and all worked on The "Study of Seismic and Wind Effect on Multi Storey R.C.C., Steel and Composite
Building" .International Journal of Advances in Engineering & Technology, Sept. 2013.
[2]. A.R. Vijayanarayana and all worked on The "Special Class of Open Ground Storey RC Buildings Built in India Unsafe During Earthquakes" .DOI: 10.1061/_ASCE_0733-9445_2010_136:1_26
[3]. P. Jayachandran and worked on the "Structural Design of Multi-Story Residential Building for in Salem, India". ASEE Conference at WPI, March 17, 2006.
[4]. Alaa W. Hameed worked on "Failures Modes for Different Structural Types during An Earthquakes" International Journal of Civil Engineering (IJCE) Feb 2013.
[5]. Rahul Rana and all Worked on "Pushover Analysis of a 19 Story Concrete Shear Wall Building". 13th World Conference on
Earthquake Engineering Vancouver, B.C., Canada August 1-6, 2004 Paper No. 133

Title	::	Devolpment of Composite Materials on Cellular Light Weight Concrete Block
Country	::	India
Authors	::	J.Banuchandar || Dr. V. Ramasamy
Page	::	49-52

Global warming and environmental pollution is now a global concern. Cellular Light Weight technology blocks can be used as an alternative to the red bricks, to reduce Environmental pollution and global warming CLC blocks are environmental friendly. It is produced by initially making slurry of cement + fly ash + water, which is further mixed with the addition of pre-formed stable foam in an ordinary concrete mixer under ambinate conditions.In this paper focused onDevelopment of composite materials on Cellular Light weight Concrete block has been done with partial replacement (5%, 10% and 15%)of Burned Low Density Poly Ethylene bags (BLDPE) with Fly ash has been done. Result shows that strength & durability Properties of CLC blocks are good.

 

Keywords - cement, fly ash, poly ethylene bags,foaming agent.

[1]. Cellular Light-Weight Concrete Blocks as a Replacement of Burnt Clay Bricks - K.KrishnaBhavaniSiram (ISSN: 2249 – 8958, Volume-2, Issue-2, December 2012 )
[2]. Waste Plastic in the Production of Light Weight Concrete - M. Muzafar Ahmed , Dr. S. SiddiRaju (ISSN No: 2348-4845 Volume No: 2 (2015), Issue No: 4 (April)
[3]. Experimental Investigation on Cellular Lightweight Concrete Blocks for Varying Grades of Density Nagesh. Mustapure1,
H.Eramma2 1M.Tech (Cads), University BDT College of Engineering, Davangere(India) 2M-Tech (I.S), Associate Professor,
Volume No.02, Issue No. 08, August 2014 ISSN (online): 2348 – 7550
[4]. "Concrete + Green = Foam Concrete" K.Krishna Bhavani Siram1, K.Arjun Raj2 1(Asst.Professor, Civil Engg. Dept., Mahatma Gandhi Institute of Technology, Hyderabad, Andhra Pradesh, India) 2(4/4 B.Tech, Civil Engg. Dept., ISSN 0976 – 6308 (Print) ISSN 0976 – 6316(Online) Volume 4, Issue 4, July-August (2013), pp. 179-184

Title	::	Flexural Behaviour of Concrete Slab Reinforced Withbasalt and Steel Rebars
Country	::	India
Authors	::	S.Ramamoorthy || kl.Muthuramu || l.K. Rex
Page	::	53-59

Theresearch study presents the results of an experimental investigation thatwas carried out toevaluate the performance characteristics of concrete slabs reinforced with Basalt Fiber Reinforced Plastic (BFRP) rods. The fundamental objective of this investigation was to experimentally determine the loaddeflection behaviour of the concrete slab reinforced with basalt rod and compare it with concrete slab reinforced with conventional steel rebars.Slabsusing M30 grade concrete of size 1000mm x 1000mm and100mm thick were cast................

 

Keywords - BFRP, cracks, flexure, load-deflection, steel rebar.

[1]. ACI Committee 440, "Guide for the Design and Construction of Concrete Reinforcedwith FRP Bars", ACI Report 440.1R-01
American Concrete Institute, Detroit, 2001, pp.1-41.
[2]. ACI Committee 440, "State-of-the-Art Report on Fiber Reinforced Plastic Reinforcement for Concrete Structures", ACI Report 440 R-96 American Concrete Institute, Detroit,1996,pp.1-65.
[3]. 3.ACI Committee 318, "Building Code Requirements for Structural Concrete andCommentary", ACI318 R-99 American Concrete Institute, Detroit, 2000,pp. 1-65.
[4]. Ahmed El Refai and Farid Abed (2016), "Concrete Contribution to Shear Strength of Beams Reinforced with Basalt Fiber-
Reinforced Bars", Journal of Composites for Construction, Volume 20, Issue 4.
[5]. Alkhrdaji, T., Ombres, L., and Nanni, A., 2000, "Flexural Behaviour of One-way Slabs Reinforced with Deformed Bars",
Proceedings, 3rd International Conference on Advanced Composite Materials in Bridges and Structures (ACMBS-III), Canadian
Society for Civil Engineering, Humar, J., and Razaqpur, A.G., Eds., Ottawa, pp. 217-224.

Title	::	Low Cost IN Sustainable Building Materials
Country	::	India
Authors	::	Rajesh Kumar. M
Page	::	60-64

Low cost or affordable construction technologies and materials are always in the ever growing demand for rapid housing delivery in developing economies like India. From the global trends in rural to urban migration, most of the developing countries are facing an enormous service backlog and massive delivery challenges in addressing its millennium development goals in the provision of housing and shelter. With growing concern over global warming and climate change, global responsibility in the consumption and production of renewable energy becomes not only a vital necessity, but a moral imperative also. This has imposed a thrust towards the use of eco-friendly materials and sustainable architecture in both developed and developing countries. This paper focused on some of the ecofriendly materials used for construction industries with low cost.

 

Keywords - construction techniques, low cost materials, sustainable building, efficient construction, eco-friendly material.

[1]. http://www.fao.org/docrep/007/ad871e/ad871e10.htm
[2]. Building Materials in India: 50 Years, TN Gupta, bmtpc, 253-254.
[3]. Building Materials in India: 50 Years, TN Gupta, bmtpc, 270-271.
[4]. L. Dinachandran Singh, "Low Cost Housing Using Stabilized Mud Blocks," 2007.
[5]. G. Leake, K. Toole, P. Divis and C. Torres, "Sánchez Bamboo as a Solution for Low-Cost Housing and Storage in Pabal (India)," 19 February 2010

Title	::	Strengthening Of Poor Soil Subgrade in Highways Using Copper Slag as Stabilization Material
Country	::	India
Authors	::	L.K. Rex || K.G.Prathesh || N.Elangodi || S.Durairaj || B.Krishna Kumar
Page	::	65-70

The structural foundations and roads constructed on soil may undergo differential settlement. Hence there raised a need to find an alternative solution to strengthen the existing road. This paper provides how to improve various engineering properties like compaction, strength and bearing capacity of subgrade with the addition of copper slag to the natural soil below the bitumen paving. The technology of adding copper slag waste in soil stabilization leads to proper utilization of these waste and also solve the problem of mass disposal. In this investigation, soil is partially replaced with copper slag at different percentages and optimum percentage of copper slag is determined from conducting tests like Specific gravity, Proctor compaction and CBR.

 

Keywords - copper slag ,stabilization, subgrade, specific gravity, CBR.

[1]. Prof. Guruprasad Jadhav, Mr.Gavhane Dinesh and Mr.Behere Babaso (2016), "An experimental study on stabilization of expansive soil using admixtures" International Journal Of Science Technology And Management, ICRTESM-16, Vol.No.5, Issue 12, December 2016.
[2]. Jaber Shahiri and Mojtaba Ghasemi, "Utilization of Soil Stabilization with Cement and Copper Slag as Subgrade Materials in Road Embankment Construction" International Journal of Transportation Engineering,IJTE Vol.5
[3]. Uma G. Hullar, "A review on soil stabilization using different industrial wastes and admixtures in recent years" International
Journal of Informative & Futuristic Research IJIFR Volume 4 Issue-4 December 2016
[4]. Banothu Venkati and Anumula Nagaraju, "California Bearing ratio of Black Cotton Soil use Waste Copper Slag" International Journal of Research, IJR Volume 03 Issue 13 September 2016.

Title	::	Enhancing Weak Soil Subgrade in Highways Using Steel Slag as Earth Reinforcement Material
Country	::	India
Authors	::	L.K. Rex || N.Elangodi || K.G.Prathesh || S.Velvijay
Page	::	71-76

The subgrade of roads constructed on soil may undergo differential settlement. Perhaps, the need to find an alternative solution to strengthen the existing road is the need of the hour. This paper provides how to improve various engineering properties like compaction, strength and bearing capacity of subgrade with addition of steel slag to the natural soil below the bitumen paving. The technology of adding steel slag waste in soil stabilization leads to proper utilization of these waste and also solve the problem of mass disposal. In this experimental work, soil is partially replaced with steel slag at different percentages and optimum percentage of steel slag is determined from conducting tests like Specific gravity, Proctor compaction and CBR.

 

Keywords - steel slag, stabilization ,subgrade, specific gravity, CBR.

[1]. Prof. GuruprasadJadhav, Mr.Gavhane Dinesh and Mr.BehereBabaso (2016), "An experimental study on stabilization of expansive soil using admixtures" International Journal Of Science Technology And Management, ICRTESM-16, Vol.No.5, Issue 12, December 2016.
[2]. JaberShahiri and MojtabaGhasemi, "Utilization of Soil Stabilization with Cement and Steel Slag as Subgrade Materials in Road Embankment Construction" International Journal of Transportation Engineering,IJTE Vol.5 Issue No.1 March 2017
[3]. S.V.Sivapriya, S.VinothKumar and V.Nagarajan , Utilization of steel slag as a reinforcing material, International Journal of Science Technology &Engineerin, IJSTE Volume 2 Issue 12 June 2016
[4]. IS 2720 (PART III):1980 Determination of Specific Gravity for soil, Bureau of Indian standards, New Delhi.
[5]. IS 2720 (PART VII):1983 Determination of Water Content and Dry Density Using Heavy Compaction, Bureau of Indian standards, New Delhi.