A Review on Power Flexibility, Generation and Distribution System

Distributed power generation is the latest field because of the ability to accommodate various types of Renewable alternative energy sources, its hidden potential to improve the energy efficiency and power system capability, and its promise for power reliability and security. Many distributed energy sources exist such solar energy, fuel cell, micro turbine, and wind energy. Distributed power generation concept has been implemented in various places with various degree of complexity. A comprehensive review on the distributed power generation is presented in this paper. 

by Rahul Gokhle | Pramod Kumar Rathore "A Review on Power Flexibility, Generation and Distribution System" 

Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-5 | Issue-6 , October 2021, 

URL: https://www.ijtsrd.com/papers/ijtsrd46379.pdf 

Paper URL : https://www.ijtsrd.com/engineering/electrical-engineering/46379/a-review-on-power-flexibility-generation-and-distribution-system/rahul-gokhle

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Experimental Study of Maintenance and Treatment of R.C.C. Building by Fiber Reinforced Plastic

Fiber Reinforced Polymer FRP as an external reinforcement is used extensively to deal with the strength requirements related to flexure and shear in structural systems. But the strengthening of members subjected to torsion is explored only recently. Torsion failure is an undesirable brittle form of failure which should be avoided specially in the earthquake prone areas. In the present work, the behavior and performance of rectangular reinforced concrete beams strengthened with externally bonded Fiber Reinforced Polymer FRP fabrics subjected to combined flexure and torsion is studied experimentally. Three sets of concrete cylinders were tested for their ultimate strengths. In SET I three concrete cylindersF1 Without wrap FRP, F2 Single wrap FRP, F3 Double wrap FRP F1, F2 and F3 are tested. In SET II three concrete cylinders S1Without wrap FRP, S2 Single wrap FRP, S3 Double wrap FRP S1, S2 and S3 are tested. In SETIII three concrete cylinders R1 Without wrap FRP, R2 Single wrap FRP, R3 Double wrap FRP R1, R2 and R3 are tested. The concrete cylinders F1, S1 and R1 were taken as the control concrete cylinders. 

by Abdul Quadir Khan | Dr. Shubha Agrawal "Experimental Study of Maintenance and Treatment of R.C.C. Building by Fiber Reinforced Plastic" 

Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-5 | Issue-6 , October 2021, 

URL: https://www.ijtsrd.com/papers/ijtsrd46365.pdf 

Paper URL : https://www.ijtsrd.com/engineering/civil-engineering/46365/experimental-study-of-maintenance-and-treatment-of-rcc-building-by-fiber-reinforced-plastic/abdul-quadir-khan

callforpaperinternationaljournal, ugclistofjournals, bestinternationaljournal 

Relative Revision on Partial Replacement of Cement by Sugarcane Bagasse Ash and Wood Ash with Ordinary Predictable Concrete

In creating nations where rich agrarian and modern squanders are released, these squanders can be utilized as potential material or substitution material in the development business. This will have the great preferred position of decrease in the expense of development material. Notwithstanding its negative ecological effect bond is additionally one of the most costly materials when contrasted with different constituents of concrete. The crude materials for the bond generation like lime are additionally being misused in enormous amounts which may bring about coming up short on them, as it is anticipated to occur in certain spots of the world. The second biggest nation of sugar creation after Brazil is India. Because of which, there is an expansion in the measure of bagasse as a result from the sugar factory. Sugar stick bagasse cinder is the waste result of the ignition of bagasse for vitality in sugar ventures because of which it is effectively accessible and shoddy. Sugar stick bagasse fiery remains SBA is discarded in landfills and is presently turning into an ecological issue. The Wood fiery remains used was gotten from tree wood. In the wake of social event, the wood fiery remains was clearly warmed. The fiery debris was ground to the required degree of fineness and sieved through 90µm sifter remembering the ultimate objective to remove any pollution and greater size particles. Wood fiery debris is a waste material, the development powder left after the start of wood, for instance, devouring wood in a home stack or a modern power plant. The general goals of this thesis work is to discover the properties of new and solidified concrete for M30 evaluation of concrete at different bond substitution rates of 0 , 10 , 20 , and 30 from sugar stick fiery debris, wood powder. The concrete shapes, bars and chambers of M30 evaluation were casted in this trial research work and tried to look at different properties of concrete like compressive quality, split rigidity, and flexural quality. 

by Aman Pratap Singh | Dr. Shubha Agrawal "Relative Revision on Partial Replacement of Cement by Sugarcane Bagasse Ash & Wood Ash with Ordinary Predictable Concrete" 

Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-5 | Issue-6 , October 2021, 

URL: https://www.ijtsrd.com/papers/ijtsrd46364.pdf 

Paper URL : https://www.ijtsrd.com/engineering/civil-engineering/46364/relative-revision-on-partial-replacement-of-cement-by-sugarcane-bagasse-ash-and-wood-ash-with-ordinary-predictable-concrete/aman-pratap-singh

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Analysis of Prestressed Concrete Girder for Bridges

Today bridge building has gained worldwide importance. Bridges are the key elements in every road network and the use of pre stressed girder bridges is becoming more and more popular in bridge construction due to their better stability, service friendliness, economy and durability, aesthetic and structural appearance. Typically reinforced concrete construction, steel construction or steel composite construction is used. In the case of high spans, reinforced concrete construction is uneconomical due to the larger span. , the cross section is used more efficiently than the reinforced concrete cross section. Pre stressed concrete is used for long span bridges with a span of more than 10 m. Conventionally, when calculating bridges, the superstructure and substructure are analyzed separately. The superstructure is usually a grid made up of main girders, transverse membranes and a deck slab. a grid of linear elements The columns of the main girders are anchored. The superstructure is examined according to IRC 62014 and according to IRC 182000 for unconsidered gravitational loads and moving vehicle loads. Reduction of the stress level and also of the deflection compared to the straight tendon profile. 

by Avinash Kumar Vidyarthi | Dr. P. K. Singhai | Rohit Sahu "Analysis of Prestressed Concrete Girder for Bridges" 

Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-5 | Issue-6 , October 2021, 

URL: https://www.ijtsrd.com/papers/ijtsrd46362.pdf 

Paper URL : https://www.ijtsrd.com/engineering/civil-engineering/46362/analysis-of-prestressed-concrete-girder-for-bridges/avinash-kumar-vidyarthi

internationaljournalofscience, openaccessjournalofscience, ugcapprovedjournalsforscience 

Performance Evolution of Modified Bituminous Concrete Mix Using Waste Plastic

Generally a bituminous mixture is a mixture of coarse aggregate, fine aggregate, filler and binder. A Hot Mix Asphalt is a bituminous mixture where all constituents are mixed, placed and compacted at high temperature. HMA can be Dense Graded mixes DGM known as Bituminous Concrete BC . Bituminous mix is generally used as a surface course and wearing course in flexible pavements since it is necessary that the wearing course must provide a smooth riding surface that is dense and at the same time take up wear and tear due to traffic. The development of transportation plays an important role in the development of nation. With flexible pavements being widely used in India, steps must be taken to increase the life of the bituminous pavements. Flexible pavements are often plagued with problems of cracking and rutting due to repeated traffic loads. Hence one needs to address these problems in order to improve the performance of flexible pavements. 

by Pankaj Singh | Dr. Rajeev Singh Parihar | Abhay Kumar Jha | Barun Kumar "Performance Evolution of Modified Bituminous Concrete Mix Using Waste Plastic" 

Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-5 | Issue-6 , October 2021, 

URL: https://www.ijtsrd.com/papers/ijtsrd46356.pdf 

Paper URL : https://www.ijtsrd.com/engineering/civil-engineering/46356/performance-evolution-of-modified-bituminous-concrete-mix-using-waste-plastic/pankaj-singh

ugcapprovedmanagementjournal, openaccessjournalofmanagement, paperpublicationinmanagement

Characterization of Red Mud as a Construction Materials Using with Natural Soil

Soil is very important in civil engineering constructions. The poor engineering properties of the local soils may present many difficulties for construction and therefore need to improve their engineering properties. Stabilization techniques can be used to improve the properties of soil. Soil stabilization improves various engineering properties e.g. bearing capacity, compressibility, strength, and various other properties of soil. In this study the impact of Red Mud to improve the strength of soil. The soil was stabilized with Red Mud in stepped concentration of 5 , 10 , 15 , 20 , 25 and 30 by dry weight of the soil individually. All stabilized soil samples were also cured for 96 hours for CBR test in fully saturated condition. The test results indicate that the addition of Red Mud enhances the percentage of grain size distribution, but with addition of Red Mud till 20 the LL, PL,PI and decreases, while these parameters further increases in this limit beyond i.e. 20 to 30 of Red Mud, but in the case of The optimal percentage of Red Mud at which maximum CBR is achieved is selected, Specific gravity value of Natural Soil is 2.57, but as of Red Mud is increases, specific gravity value decreases gradually from 2.57 to 2.44 with increase in percentage of Red Mud from 0 to 30 and value of raw soil is achieved as 1.85 gm cc at OMC of 13.65 . It got increased to 1.93 gm cc at OMC of 12.30 when Red Mud is increased from 0 to 20 is effective beyond also there is decreasing in MDD from 1.93 gm cc at OMC of 12.30 to 1.89 gm cc at OMC of 13.20 when Red Mud is increased from 20 to 30 . The CBR value increases with the addition of Red Mud till 20 , while it decreases beyond the limit 20 to 30 with addition of Red Mud. For both soaked and unsoaked condition. 

by Sourabh Gupta | Dr. Anil Kumar Saxena "Characterization of Red Mud as a Construction Materials Using with Natural Soil" 

Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-5 | Issue-6 , October 2021, 

URL: https://www.ijtsrd.com/papers/ijtsrd46355.pdf 

Paper URL : https://www.ijtsrd.com/engineering/civil-engineering/46355/characterization-of-red-mud-as-a-construction-materials-using-with-natural-soil/sourabh-gupta

internationaljournalofmanagement, callforpapermanagement, managementjournal  

A Proactive Maintenance by Using Micro Surfacing for Pavement

The method of mix design for microsurfacing as described by ASTM and ISSA, clearly stated that the methods for mix design should be used only as a guide. Therefore, a more exact method is needed to provide successful mix designs, based on performance related tests included in the design method rather than relying heavily on the experience of the construction crew with these types of treatments. The two method ‘Laboratory method of mixing and curing microsurfacing mixtures TxDOT, 2004 ' and “A Laboratory Investigation on Bitumen Emulsion Mixes” Tipnis and Pandey, 2001 have been tried in the laboratory but there were some limitations to these methods as balling could not stop completely unless a very careful mixing of the mix is taken care off. Therefore, a different mixing methodology of mixing coarse and fine aggregates with emulsion is explored and is explained. where it is found that forming of a ball during the mixing of aggregates with emulsion appeared to have been solved, and no balling was formed.

by Abhay Singh | Dr. Shubha Agrawal "A Proactive Maintenance by Using Micro Surfacing for Pavement" 

Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-5 | Issue-6 , October 2021, 

URL: https://www.ijtsrd.com/papers/ijtsrd47722.pdf 

Paper URL : https://www.ijtsrd.com/engineering/civil-engineering/47722/a-proactive-maintenance-by-using-micro-surfacing-for-pavement/abhay-singh

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