http://matjournals.co.in/index.php/JOCBME/issue/feed Journal of Construction and Building Materials Engineering (e-ISSN: 2581-6454) 2024-08-23T17:06:15+0530 Annu Mishra annu@matjournals.in Open Journal Systems <p><abbr title="Journal of Construction and Building Materials Engineering"><strong>JOCBME</strong></abbr> is a print e-journal focused towards the rapid Publication of fundamental research papers on all areas of construction and building materials engineering.This Journal involves the basic principles of planning, execution, and control of construction operations for projects such as highways, dams, utility lines, and buildings.</p> http://matjournals.co.in/index.php/JOCBME/article/view/6677 Mechanical And Durability Studies Using Polypropylene Fiber and Quarry Dust In Concrete 2024-08-23T17:03:21+0530 Rabindranath Ghosh rabindranathghosh1987@gmail.com Mayank Poswal poswalmayank47@gmail.com <p>As conventional concrete has become pricey and scarce River sand, which is one of the<br>constituents used in the output of due to depletion of river bed. Quarry dust is a waste incur<br>during quarrying process. In the present study, the use of quarry dust as the fine aggregate<br>drop-off the cost of concrete production in terms of the complete replacement for natural<br>river sand. In this research the experimental study is carried out the<br>influenceof0%to100%replacementofsandwithquarrydust.The weakness in tension can be get<br>over by the use of conventional rod reinforcement and to some extent by the inclusion of a<br>adequate volume of certain fibers; various proportions of polypropylene fiber are taken to<br>check the properties of concrete. The objective of this is to increase the strength of concrete,<br>Mechanical and durability studies using polypropylene fiber and quarry dust. To use the<br>industrial waste quarry dust as replacement of fine aggregate</p> 2017-12-09T00:00:00+0530 Copyright (c) 2024 Journal of Construction and Building Materials Engineering (e-ISSN: 2581-6454) http://matjournals.co.in/index.php/JOCBME/article/view/6666 A Development of smart village implementation plan for Vithalanagar Village, Maharashtra 2024-08-23T16:39:35+0530 Prof. P.R. Bamane prashant.bamane@agce.edu.in <p>Smart Villageā€ is that modern energy access acts as a catalyst for development in education ,<br>health, security, productive enterprise, environment that in turns support further<br>improvement in energy access. In this report we focuses on improved resource use efficiency,<br>local self-governance, access to assure basic amenities and responsible individual and<br>community behavior to build happy society. We making smart village by taking smart<br>decisions using smart technologies and services.</p> 2017-09-11T00:00:00+0530 Copyright (c) 2024 Journal of Construction and Building Materials Engineering (e-ISSN: 2581-6454) http://matjournals.co.in/index.php/JOCBME/article/view/6678 Influence of GGBS in Alkali Activated Slag and Fly Ash Based Geopolymer Concrete 2024-08-23T17:06:15+0530 Midhun. P midhunpmathew@ec.ajce.in M. Joseph David Selvan midhunpmathew@ec.ajce.in <p>This paper research about experimental study and behavior of Geopolymer concrete in the<br />various aspects such as strength and durability. Now a days pollution is a main factor to<br />cause many health diseases especially the air and water pollution is a vital one. The high<br />production of electric power gives more satisfaction for human being to live in the world but<br />in another way it produces more pollution in the form of fly ash. So to reduce the air<br />pollution we can reuse as a pozzolanic material for the concrete. Geopolymer concrete is an<br />absence of cement for making concrete which is investigate by comparing the strength and<br />durability with the conventional concrete of grade M40.one of the most important ingredients<br />in normal concrete is Portland cement but in the Geopolymer concrete Alkali Activated Slag<br />and Fly ash. The alkali activators are attained by combination of Sodium Hydroxide (NaOH)<br />and Sodium Silicate in (Na2SiO3) the ratio of 2.5 and of molarities 12M and 16M.Durability<br />test conducted was Chloride Attack test. The tests are conducted for Oven dry curing and<br />open air curing concrete as Split tensile, flexural strength tests at 28th day. Compressive<br />strength tests are carried out on 7, 14, 28 and 56 days, Durability test on 56th day. AAS and<br />FA based geopolymer concrete has great potential for utilization in construction field as it is<br />Eco-Friendly.</p> 2017-12-29T00:00:00+0530 Copyright (c) 2024 Journal of Construction and Building Materials Engineering (e-ISSN: 2581-6454) http://matjournals.co.in/index.php/JOCBME/article/view/6670 Analysis of Composite Beam by Finite Element Method 2024-08-23T16:52:31+0530 Prof. R. D. Pandit rahul_pandit22@rediffmail.com Khan Shifa Khanam rahul_pandit22@rediffmail.com A. P. Wadekar principal@pescoe.ac.in <p>An analysis of the Composite beam placing emphasis on shear deformation effects is done by<br>using beam theories and software ANSYS workbench. Results using two dimensional plate<br>theories are presented to calculate stresses in the beams. Two dimensional plate theories are<br>Classical laminated plate theory, first order Shear deformation theory, third order Shear<br>deformation theory and Euler-Bernoulli theory. Unit axial load over the junction of two<br>layers is placed and analyzed. For manual analysis transverse shear stresses are obtained<br>directly from the use of constitutive relations with good accuracy. Principle of virtual work is<br>used for obtaining boundary conditions and governing differential equations. A hollow<br>circular composite beam is analyzed for two different aspect ratios. The concept that is used<br>in this paper is that Graphite epoxy layer or laminate is sandwiched between two Steel layers<br>or laminates, and all the properties of both the materials are taken into consideration<br>wherever applicable.</p> 2017-10-26T00:00:00+0530 Copyright (c) 2024 Journal of Construction and Building Materials Engineering (e-ISSN: 2581-6454)