@article{GSV-June-01-IJEMT,

title = {Design of Flexible Pavement Reinforced with Steel Fiber},

author = {Ajay Kumar, Dhirendra Kumar, Jitendra Kumar, Rajkumar, Sunil Kumar Gautam, Garima Chaurasia},

url = {https://ijemt.com/wp-content/uploads/2023/01/GSV-June-01-IJEMT.pdf, Download pdf},

issn = {2583 - 4517},

year  = {2022},

date = {2022-06-03},

journal = {International Journal of Engineering, Management \& Technology (IJEMT)},

volume = {1},

issue = {04},

pages = {10-14},

abstract = {Permanent deformation, often known as rutting, happens as a result of repeated loading from 

high traffic, which causes gradual buildup of permanent deformation under repeating tyre pressures. In 

engineering practise, asphalt mixtures are blended with steel fibres to enhance traditional asphalt concrete pavement performance, decrease road maintenance costs, and extend the life of the pavement. To replicate the performance of flexible pavement with life, two slabs with dimensions (300*300*50) mm were produced for rutting tests with two percentages of steel fibre content (0.0, 0.2) percent. The findings revealed that the rutting value in the control mix is (27.04) mm, but the rutting value at 0.2 percent steel fibre content and 5.5 percent asphalt content is (22.42) mm. At 0.2 percent steel fibre concentration, the dynamic stability of the asphalt mixture increases by around 6.4 percent. The development of a three-dimensional finite element model for flexible pavements is carried out using ABAQUS (6.14-4) to mimic laboratory testing. A statistical analysis is used to determine the compatibility of lab models and numerical models, as well as to evaluate the possibilities of employing the numerical technique to anticipate further improvements in the pavement body.},

keywords = {},

pubstate = {published},

tppubtype = {article}

}

@article{GSV-200422-01-IJEMT,

title = {COMPARISON OF THE STRENGTH OF RECYCLED CONCRETE AND NATURALCONCRETE BY USING RECYCLED CONCRETE},

author = {Nikhil Yadav, Ajay Patel, Praduman,Nilesh Verma, Yooranshi Singh Chaudhari ,Deepak Yadav

},

url = {https://ijemt.com/wp-content/uploads/2022/06/GSV-200422-01-IJEMT.pdf, Download Pdf},

issn = {xxxx-xxxx},

year  = {2022},

date = {2022-06-09},

journal = {International Journal of Engineering, Management \& Technology (IJEMT)},

volume = {1},

issue = {04},

pages = {01-09},

abstract = {However, employing recycled concrete aggregate (RCA) in concrete presents a number of challenges and 

contentious concerns in terms of regulating the quality of recycled concrete aggregate (RCA). The mechanical and testing of concrete under various circumstances is based on recycled concrete aggregates. Natural aggregates are more used and reduced during this period. Then Recycled concrete aggregates (RCA), which replace natural aggregates, are a solution for saving natural resources while simultaneously lowering the environmental effect of concrete. Included in the cement test are 

the consistency test, the first setting time test, and the final setting time test. Impact valve test, abrasion test, sieve test, and water abrasion test are also included in the aggregate test. Each batch was tested to determine its compressive strength, workability, and water absorption. The findings suggest that compressive strength is not the main determinant of RAC mechanical and durability qualities.

},

keywords = {},

pubstate = {published},

tppubtype = {article}

}

@article{GSV-June-02-IJEMT,

title = {Analysis of flexible pavement \textendash its failure and Their maintenance},

author = {Manjeet Gautam, Ashok Raj, Sandeep Yadav},

url = {https://ijemt.com/wp-content/uploads/2023/01/GSV-June-02-IJEMT.pdf, download pdf},

issn = {2583 - 4517},

year  = {2022},

date = {2022-06-10},

journal = {International Journal of Engineering, Management \& Technology (IJEMT)},

volume = {1},

issue = {04},

pages = {15-20},

abstract = {According to the study, flexible pavement defects and their causes are described in terms of decreased 

serviceability caused by the development of various forms of deteriorations on the flexible pavement such as cracks, surface defects, disintegration, and so on. Before moving on to the maintenance section, we'll try to focus on the numerous problems and their causes. There are several causes of bituminous pavement collapse. The level of rectification in the current surfacewill increase the life of the maintenance work while also reinforcing the layer. Testing was performed to determine the cause of the pavement failures, and we discovered that the majority of the pavement had been damaged by alligator cracks caused by frequent heavy loading of the cars, as well as surface imperfections. The pavement was also damaged as a result of poor drainage, insufficient design, and poor material quality},

keywords = {},

pubstate = {published},

tppubtype = {article}

}

@article{GSV-June-03-IJEMT,

title = {Suitability Investigation of Bamboo Fibers with Superplasticizer  Admixture in Concrete: An Experimental Studying},

author = {Assefa Tekla},

url = {https://ijemt.com/wp-content/uploads/2023/01/GSV-June-03-IJEMT.pdf, download pdf},

issn = {2583 - 4517},

year  = {2022},

date = {2022-06-16},

journal = {International Journal of Engineering, Management \& Technology (IJEMT)},

volume = {1},

issue = {04},

pages = {21-33},

abstract = {Bamboo fiber is the type of natural fiber obtained from true wood bamboo with high strength to weight ratio useful for building structures. On the other hand, the super plasticizer is used where well-dispersed particle suspension isrequired to improve the flow characteristics interruption in the concrete application there by reduction of the water to cement ratio without negatively affecting the concrete performance of mix preparation. The primary intention was to make eco-friendly concrete using bamboo fibers and superplasticizer admixture (SP’s). In this research, bamboo fibers mix with a superplasticizer in concrete. Mix design was used C-25 grade. The source of data, technical compatibility exploration of concrete workability, strengths, water absorption were done in Arba Minch University, institutes of technology, department of civil engineering laboratory. Results obtained from technical data by varying the percentage of bamboo fibers from 0.5% to 1.5% concrete performance tests were performed. The test results have shown that a decrease in workability, compressive strength, and an increased water absorption. However, the addition of superplasticizers admixture leads to improving the flexural strength and reducing the cracking size of concrete. The study suggested that required evaluating the durability of concrete increases with bamboo fibers at different percentages of superplasticizer admixtures},

keywords = {},

pubstate = {published},

tppubtype = {article}

}

@article{GSV-June-04-IJEMT,

title = {ANALYSIS OF FLEXIBLE PAVEMENT \textendash ITS FAILURE AND  MAINTAINANCE},

author = {Durgvijay Anand, Mithlesh Kumar, Sandeep Yadav, Manjeet Gautam, Ashok Raj, Siddhant Rajput},

url = {https://ijemt.com/wp-content/uploads/2023/01/GSV-June-04-IJEMT.pdf, download pdf},

issn = {2583 - 4517},

year  = {2022},

date = {2022-06-23},

journal = {International Journal of Engineering, Management \& Technology (IJEMT)},

volume = {1},

issue = {04},

pages = {34-39},

abstract = {A well-developed transportation infrastructure is essential for economic, industrial, social and 

cultural development of a country. Due to this need, human being has developed three modes of transport, i.e., by land, by water and by air. The road network has expanded from 4 lakh km in 1947 to 20 lakh km in 1993 and almost 55 lakh kms as on 31 March, 2015. India has less than 3.8 kms of road per 1000 people; including all its paved and unpaved roads. In terms of quality, all season, four or more lane highways; India has less than 0.07 kms of highway per 1000 people as of 2010. Inadequate maintenance of roads accounts to an act of disinvestment and sacrifice of past investment in roads. Roads have been receiving decreasing share of total Five-Year Plan expenditure (decreasing from 6.7% in first plan to 3% in second plan). The Vehicle Operating Cost increases at a rapid rate as the condition of existing pavements starts deteriorating. The loss due to bad conditions of the main road network would be around 

Rs.12000 crore per annum. Pavement structure can be destroyed in a single season due to water penetration. Defects in flexible pavements is a problem of multiple dimensions, phenomenal growth of vehicular traffic (in terms of no. of axle loading of commercial vehicles), the rapid expansion in the road network, non-availability of suitable technology, material, equipment, skilled labour and poor funds allocation have all added complexities to the problem flexible pavements. Maintenance of a road network involves a variety of operations, i.e., identification of deficiencies andplanning, programming and scheduling for actual implementation in the field and monitoring. The essential objective 

should be to keep the road surface and appurtenances in good condition and to extend the life of the road assets to its design life. The purpose of the proposed study is to discuss the possible causes of pavement failures, and recommends better ways to minimize and hopefully eliminate the causes of failures in pavements.

},

keywords = {},

pubstate = {published},

tppubtype = {article}

}