@Research Paper <#LINE#>Influences of fly ash and coir fiber on strength properties of soft soil<#LINE#>Swati Sucharita @Rout,Monoswi Manini @Sahoo,Rupashree Ragini @Sahoo <#LINE#>1-9<#LINE#>1.ISCA-RJEngS-2017-043.pdf<#LINE#>Civil Engineering Department, VSSUT, Burla, Odisha, India@Civil Engineering Department, VSSUT, Burla, Odisha, India@Civil Engineering Department, VSSUT, Burla, Odisha, India<#LINE#>8/4/2017<#LINE#>2/11/2017<#LINE#>Civil Engineers are in search of new competitive material, which can be suitable and effectively used to face many challenges that have cropped up with time in the world. The fly ash is one of the waste materials of thermal power stations, a Coir Fiber (CF) is an abundantly available waste material in coastal India. This paper presents the influence of the inclusion of fly ash and coir fiber on strength properties of soft soil. The review is performed on clayey sand(SC), admixed with class C fly ash and reinforced with coir fibers of aspect ratio(l/d=40) and it is exhibited that discrete as well as randomly distributed coir fibers are instrumental in enhancing the bearing capacity of soil. The soil considered here contains varying percentage of fly ash (range from 5- 20% by weight of soil) and the Coir fibers are added at 3% and 5% for investigation of the relative strength gain in terms of unconfined compression and CBR. Using standard Proctor’s maximum density of fly ash and coir fiber, soil was compacted. The present investigation is to evaluate the maximum dry density (MDD), unconfined compressive strength (UCS) and California Bearing Ratio (CBR) of soil utilizing varying percentage of fly ash and coir fiber mixtures. The test outcomes explain that the inclusion of fly ash and coir fibers in soil increases UCS, CBR value and furthermore increase the MDD of soil. The result showed that the optimum percentage of fly ash and coir fiber for achieving maximum strength is 10% fly ash inclusion with 5% coir fiber of the weight of oven-dried soil.<#LINE#>Puppala A., Hoyos L., Viyanant C. and Musenda C. (2001).@Fiber and fly ash stabilization methods to treat soft expansive soils.@Soft Ground Technology, 136-145.@Yes$Mir A.B. and Pandian S.N. (2003).@Permeability behavior of soil – fly ash mixes.@Proc. of IGC-2003, Roorkee, 447-450.@Yes$Manjesh L., Ramesh N.H., Kumar M. and Sivapullaiah P.V. (2003).@CBR values of soil-flyash mixture for road construction.@In Proc. Indian Geotechnical Conf., Roorkee, India, December, Indian Geotechnical Society, 1, 451-454.@Yes$Kaushik P.N., Sharma K.J. and Prasad D.C. (2003).@Effect of fly ash and lime- fly ash on characteristics of expansive soils.@Proc. of IGC2003, Roorkee, 459-462.@Yes$Prabakara J., Dendorkarb N. and Morchhalec R.K. (2004).@Influence of fly ash on strength behavior of typical soils. Construction and Building Materials.@18(4), 263-267.@Yes$Mir A.B. and Pandian S.N. (2004).@Effect of fly ash on the unconfined compressive strength of soil.@Proc. of IGC-2003, Roorkee, 137-140.@Yes$Kolias S., Kasselouri-Rigopoulou V. and Karahalios A. (2005).@Stabilisation of clayey soils with high calcium fly ash and cement.@Cement and Concrete Composites, 27(2), 301-313.@Yes$Parsons R.L. and Kneebone E. (2005).@Field performance of fly ash stabilized subgrades.@Ground Improvement, 9(1), 33-38.@Yes$Edil T.B., Acosta H.A. and Benson C.H. (2006).@Stabilizing soft fine-grained soils with fly ash.@Journal of Materials in Civil Engineering, 18(2), 283-294.@Yes$Kumar A., Walia B.S. and Bajaj A. (2007).@Influence of fly ash, lime, and polyester fibers on compaction and strength properties of expansive soil.@Journal of materials in Civil Engineering, 19(3), 242-248.@Yes$Shao L., Liu S., Du Y., Jing F. and Fang L. (2008).@Experimental study on the stabilization of organic clay with fly ash and cement mixed method.@In Geo Congress 2008: Characterization, Monitoring, and Modeling of Geo Systems, 20-27.@Yes$Gajendra V. and Kumar N.D. (2008).@Comparative Study on Soft Soil Stabilisation of Pavement Subgrade by using Fly ash, Lime and Geogrid.@IOSR Journal of Mechanical and Civil Engineering, e-ISSN: 2278-1684, p-ISSN: 2320-334X, PP 70-78, Nov 2008@No$Ramesh A. and Kumar M. (2009).@An experimental investigation on coir fiber and fly ash in stabilized mechanistic pavements.@In Proc. Indian Geotech. Conf, 1, 201-204.@Yes$Olugbenga O.A., Opeyemi S.O. and Olakanmi I.S. (2011).@Potentials of Coconut Shell and Husk Ash on the Geotechnical Properties of Lateritic Soil for Road Works.@International Journal of Engineering and Technology, 3(2), 87-94.@Yes$Raji A.K., Karthika R., Amruthalekshmi G.R., Peter A.K. and Sajeer M.M. (2011).@Study of rut behaviour of coir reinforced black cotton soil using wheel tracking apparatus.@In Proceedings of Indian geotechnical conference, 573-576.@Yes$Hassan W. (2012).@Strength characteristic of soft soli reinforced with coir fiber.@University of Malaysia Phang, conference paper December 2012.@No$Pradhan (2012).@Effect of Random Inclusion of Polypropylene Fibers on Strength Characteristics of Cohesive Soil.@Geotech Geol Eng, 30, 15-25.@Yes$Lin B., Cerato A.B., Madden A.S. and Elwood Madden M.E. (2013).@Effect of Fly Ash on the Behavior of Expansive Soils: Microscopic Analysis.@Environmental and Engineering Geoscience, 19(1), 85-94.@Yes$Chaple P.M. and Dhatrak A.I. (2013).@Performance of Coir fiber Reinforced Clayey Soil.@International Journal of Engineering and Science (IJES), 2(4), 54-64.@Yes$Singh H.P. and Bagra M. (2013).@Strength and stiffness response of Itanagar soil reinforced with jute fiber.@International Journal of Innovative Research in Science, Engineering and Technology, 2(9), 4358-4367.@Yes$Tiwari A. and Mahiyar H.K. (2014).@Experimental Study on Stabilization of Black Cotton Soil by Fly Ash, Coconut Coir Fiber and Crushed Glass.@International Journal of Emerging Technology and Advanced Engineering, 4(11), 330-333.@Yes$Mittal S. and Singh R.R. (2014).@Improvement of local subgrade soil for road construction by the use of coconut coir fiber.@International Journal of Research in Engineering and Technology, 3(5).@Yes$Prasad C.R. and Sharma R.K. (2014). IOSR Journal of Mechanical and Civil Engineering, 36-40.@undefined@undefined@No$Pal K.S. and Ghosh A. (2015).@Volume Change Behavior of Fly Ash–Montmorillonite Clay Mixtures.@Journal of Geomechanics, 14(1), 59-68.@Yes$Jayasree P.K., Balan K., Peter L. and Nisha K.K. (2014).@Volume change behavior of expansive soil stabilized with coir waste.@Journal of Materials in Civil Engineering, 27(6), 04014195.@Yes$Oluremi J.R., Adedokun S.I. and Osuolale O.M. (2012).@Stabilization of Poor Lateritic Soils with Coconut Husk Ash.@International Journal of Engineering Research and Technology (IJERT), 1(8), ISSN: 2278-0181.@Yes @Short Communication <#LINE#>Prospects of utilization of construction and demolition waste for developing structural grade concrete – the way forward<#LINE#>S.S. @Gaharwar,Azharuddin@.,Durgaprasad @Golla,Shraddha @Sharma <#LINE#>10-14<#LINE#>2.ISCA-RJEngS-2017-016.pdf<#LINE#>Bridge Engineering & Structures Division, CSIR-Central Road Research Institute, New Delhi –110025, India@Bridge Engineering & Structures Division, CSIR-Central Road Research Institute, New Delhi –110025, India@Bridge Engineering & Structures Division, CSIR-Central Road Research Institute, New Delhi –110025, India@Civil Engineering Dept., Bhilai Institute of Technology, Durg–491001, CG, India<#LINE#>8/4/2017<#LINE#>2/11/2017<#LINE#>Disposal of Construction and Demolition Waste (CDW) poses serious challenges worldwide. Recycling of CDW to produce recycled aggregates can minimize the gap between demand and supply of natural aggregates in construction sector. Use of recycled aggregates in structural applications has not gained momentum due to non-availability of standard guidelines pertaining to specifications, concrete mix design procedures for producing structural grade concrete i.e. M35, M40, M45, M60 and self compacting concrete. The present study is aimed to develop the above guidelines for producing structural grade concrete i.e. M35, M40, M45, M60 and self compacting concrete from the locally available commercial RCA.<#LINE#>Pacheco-Torgal F., Tam V., Labrincha J., Ding Y. and de Brito J. (2013).@Handbook of recycled concrete and demolition waste.@Elsevier.@Yes$Sustainable Construction Materials (2013).@Proceedings of the Second International Conference on Sustainable Construction Materials – Design, Performance, and Application, Wuhan, China.@ASCE Publication, 18th–22th October.@No$Bhattacharyya S.K., Minocha A.K., Garg Mridul, Singh Jaswinder, Jain Neeraj, Maiti S. and Singh S.K. (2013).@Demolition Wastes as Raw Materials for Sustainable Construction Products, GAP 0072 (DST Project).@CSIR-CBRI Newsletter, 33(2), 1-2.@No$Sakai Koji and Noguchi Takafumi (2013).@The Sustainable Use of Concrete.@CRC Press Publication.@Yes$Pacheco- Torgal F., Jalali S., Labrincha J. and John V.M. (2013).@Eco-efficient Concrete.@WP Publication.@Yes$Pie re–Claude Aietcin and Sidney Mindess (2011).@Sustainability of Concrete.@Spon Press Publication.@No$Babu V.S., Mullick A.K., Jain K.K. and Singh P.K. (2014).@Mechanical Properties of High Strength Concrete with Recycled Aggregate-Influence of Processing.@Indian Concrete Journal, 85(5), 10-27.@Yes$Limbachiya M.C., Leelawat T. and Dhir R.K. (2000).@Use of recycled concrete aggregate in high-strength concrete.@Materials and Structures (RILEM), 33(9), 574-580.@Yes$Zega C.J. and Di Maio A.A. (2010).@Recycled concretes made with waste ready-mix concrete as coarse aggregate.@Journal of Materials in Civil Engineering, 23(3), 281-286.@Yes$Hansen T. (1986).@Recycled Aggregate and Recycled Aggregate Concrete Second State of the Art Report Developments 1945-1985.@Materials and Structures (RILEM), 19(3), 201-246.@Yes$Zhang Haimei, Ma Shuo and Wu Yanyan (2011).@Building Materials in Civil Engineering.@WP Publication.@Yes$Plain I.S. (2000).@Reinforced Concrete–Code of Practice (4th Revision).@@Yes$Surya M., Rao Kanta V.V.L. and Lakshmy P. (2015).@Mechanical Durability and Time – Dependent Properties of Recycled Aggregate Concrete with Fly-Ash.@ACI Materials Journal, 112(5), 653-661.@Yes$Li Zongjin (2011).@Advanced Concrete Technology.@John Wiley & Sons Publication.@Yes$Irving Kett (2010).@Engineered Concrete – Mix Design and Test Methods.@CRC Press Publication.@Yes$Knaack A. and Kurama Y.C. (2013).@Design of Concrete Mixture with Recycled Aggregates.@ACI Materials Journal, 110(5), 483-494.@Yes$IS 13311 (Part 1) (1992).@Indian Standard, Non-Destructive Testing of Concrete – Method of Test.@PART 1, Ultrasonic Pulse Velocity, Indian Standard, UDC 666.972.620.179.16@No @Review Paper <#LINE#>Performance analysis of AVR without controller and with particle swarm optimization (PSO)-PID tuned controller<#LINE#>MD Danish Raza @Ansari,Dipesh Kumar @Sharma,G.C. @Biswal,S.P. @Shukla <#LINE#>15-19<#LINE#>3.ISCA-RJEngS-2017-061.pdf<#LINE#>Deptt. of EE, BIT, Durg, India@Deptt. of EE, BIT, Durg, India@Deptt. of EE, BIT, Durg, India@Deptt. of EE, BIT, Durg, India<#LINE#>8/4/2017<#LINE#>5/11/2017<#LINE#>This paper presents the study and comparison of controller applied for stabilization of an automatic voltage regulator (AVR) system. The AVR without any controller does not ensure robust stability of the system. To ensure this characteristic, PID controller is used in conjunction with voltage regulator and PSO algorithm is used to tune the parameters of PID to get the better outputs. MATLAB turned out to be a useful tool and it is used for the optimization process. The paper also shows us the comparison of AVR output without controller and with PSO tuned PID controller.<#LINE#>Yoshida H., Kawata K., Fukuyama Y., Takayama S. and Nakanishi Y. (2000).@A particle swarm optimization for reactive power and voltage control considering voltage security assessment.@IEEE Transactions on power systems, 15(4), 1232-1239.@Yes$Gaing Z.L. (2004).@A particle swarm optimization approach for optimum design of PID controller in AVR system.@IEEE transactions on energy conversion, 19(2), 384-391.@Yes$Nirmal J.F. and Auxillia D.J. (2013).@Adaptive PSO based tuning of PID controller for an Automatic Voltage Regulator system.@In Circuits, Power and Computing Technologies (ICCPCT), 2013 International Conference on IEEE, 661-666.@Yes$Shabib G., Gayed Mesalam Abdel and Rashwan A.M. (2010).@Optimal Tuning of PID Controller for AVR System using Modified Particle Swarm Optimization.@14th International Middle East Power Systems Conference (MEPCON’10), Cairo University, Egypt, December 19-21, 2010, Paper ID 170.@Yes$Kasilingam G. (2014).@Particle swarm optimization based pid power system stabilizer for a synchronous machine.@World Academy of Science, Engineering and Technology, International Journal of Electrical, Computer, Energetic, Electronic and Communication Engineering, 8(1), 111-116.@Yes$Anderson A. and Fouad A. (1994).@Power System Control and stability.@IEEE Power systems.@No$Bhatt V.K. and Bhongade S. (2013).@Design of PID controller in automatic voltage regulator (AVR) system using PSO technique.@International Journal of Engineering Research and Applications (IJERA), 3(4), 1480-1485.@Yes$Solihin M.I., Tack L.F. and Kean M.L. (2011).@Tuning of PID controller using particle swarm optimization (PSO).@International Journal on Advanced Science, Engineering and Information Technology, 1(4), 458-461.@Yes$Wong Ching-Chang, Li Shih-An and Wang Hou-Yi (2009).@Optimal PID Controller Design for AVR System.@Tamkang Journal of Science and Engineering, 12(3), 259-270.@Yes$Clerc M. and Kennedy J. (2002).@The Particle swarm-explosion, stability, and convergence in a multidimensional complex space.@IEEE Transactions on Evolutionary computationvol, 6(1), 58-73,@Yes$Martins Fernando G. (2005).@Tuning PID Controllers using the ITAE Criterion.@Int. J. Engng Ed., 21(5), 867-873.@Yes$Singh M., Patel R.N. and Jhapte R. (2016).@Performance comparison of optimized controller tuning techniques for voltage stability.@2016 IEEE First International Conference on Control, Measurement and Instrumentation (CMI), IEEE, 11-15.@Yes <#LINE#>Innovative monitoring and analysis of oxygen concentration for boiler safety using advanced instrumentation<#LINE#>K. Ganpati Shrinivas @Sharma,Surekha @Bhusnur <#LINE#>20-24<#LINE#>4.ISCA-RJEngS-2017-076.pdf<#LINE#>Dept. of ET and T., Bhilai Institute of Technology, Durg, Chhattisgarh, India@Dept. of EEE, Bhilai Institute of Technology, Durg, Chhattisgarh, India<#LINE#>8/4/2017<#LINE#>6/11/2017<#LINE#>The Advanced Instrumentation Technique is designed to measure high limits of oxygen in a combustion processes. In this project tried to prepare observation of oxygen in furnace and boiler system or for the limitation of oxygen in furnace. Due to increasing of pressure in furnace along the failure of valves, dampers, interlocking etc. emergency situation arises and reduction of oxygen pressure. A small implementation to monitor this all system through wireless monitoring advanced technologies and provide safety to all boiler and furnace system through operation of induced draft fan and forced draft fan. By measuring various gases through different type of gas sensors and their percentage we provide safety to furnace and Boiler system.<#LINE#>Jawarkar Naresh P., Ahmed Vasif, Ladhake Siddharth A. and Thakare Rajesh D. (2008).@Micro-controller based remote monitoring using mobile through spoken commands.@journal of networks, 3(2), 58-63.@Yes$Zoghi B., Lee Y. and Nelson D.C. 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IEEE international conference, 2365-2369.@Yes$Lim Daniel J.S. and Karri Vishy (2005).@Remote monitoring and control for hydrogen safety via sms.@International conference on sensing technology Nov., 21-23. visited on 2/03/2009.@Yes$Stafford R. and Behm C. (2001).@Wireless network throughput measurements.@military communications conference, IEEE, publication, 1, 591-594.@Yes$Global system for mobile communications organization (2009).@GSM world.@http://www.gsmworld.com visited on 09/02/09.@No