bluuebunny/crossref_metadata_2025_split huggingface dataset:
An Empirical Case Study and Approach on TQM in a Stipulated Construction Firm
Authors: Mohan Anjani Kumar P. , Raut Ashwin 
Published: November 2021

Abstract
In comparison to other sectors such as manufacturing and service, the construction sector is perceived to impose a low value on performance. TQM is implemented by very few construction companies in this world, and the top-down technique is widely used. To incorporate TQM in a company, top management must contribute to a “bottom-up” strategy by creating a “Quality Circle.” According to this study, the first and most important criteria for introducing TQM in construction firms is top management involvement, other obstacles that companies must overcome include a lack of education, lack of confidence, lack of common trust, a lack of skilled staff, market competition, weak strategies and requirements, bad behavior, the availability of experienced field managers, and so on. In this approach, one case study is analyzed to show how Total Quality Management (TQM) is efficiently applied by using a “bottom-up” approach and creating a PMO in an Indian construction company. After some study of the Pareto graph, and identifying root causes using Root Cause analysis, experience is applied in the provided studied construction firm to apply TQM. Following that, a method for applying TQM in a building company is suggested.
Application of Time and Motion study for Brickwork activity in Residential building
Authors: Vinod Kumar Reddy G , Shyam Chambrelin K 
Published: November 2021

Abstract
Construction industry is one of the largest industries in any economy whether gauged in currency volume or workforce quantity but still it is not attentive in appealing it. Human resource plays a vital role in increasing economy and enhancing productivity. Labor productivity is the key driving factor in burgeoning thrift. Various labors possess distinct productivity levels, thus ultimately affects time and profit of construction. Construction activities performed by workers are usually repetitive and demands physical attention, which can be examined by time and motion study followed by evaluation through statistical analysis. A time and motion study are a work measurement technique that involves recording the time spent on a specific job. A time keeping system can be used to record time, while a motion study can be used to eliminate waste. In this research work, a total of seven residential building sites were selected for performing time and motion study considering brick masonry work as main domain where vision-based approach is followed to collect data, i.e., video record study followed by statistical analysis applied to the observed and collected data on site to determine the time parameters, work efficiency and labor productivity construing to the hassles and its reasons. This study focused on only residential buildings limiting the crew designation to mason and helpers aged 25-35 years with 10-16 years of work experience working under traditional method with conditioned tools like hand trowel, mason square, spirit level, plumb rule, etc.
Optimization of bentonite modified cement mortar parameters at elevated temperatures using RSM
Authors: Vijay Ch. , Achyutha Kumar Reddy M. 
Published: November 2021

Abstract
The inaccessibility of industrial wastes necessitated the search for natural pozzolanic materials. This paper deals the optimization of bentonite utilization in cement mortar at elevated temperatures using response surface methodology. The substitution of calcined bentonite (0%, 10%, 20% and 30%) and temperature exposure (24°C, 200°C, 400°C and 600°C) were taken as variables. The compression strength and strength activity tests for all mixes were carried out for bentonite. Design Expert 11.0 version was utilized for modelling using RSM. The peak compressive strength was displayed by 20% replaced bentonite calcined at 200°C cement mortar after 28 days curing. Strength activity was improved upon increasing the percentage of bentonite calcined at 200°C. The generated models from RSM are significance in all the factors considered. Optimum solutions were proposed with more than 0.90 desirability.
Feasibility study of concrete by using polyethylene terephthalate fiber in enhancing the mechanical properties of concrete
Authors: Rathod Kartik D , Khedikar Isha , Dabhekar Kuldeep 
Published: November 2021

Abstract
In these project Polyethylene terephthalate fiber (PET) fibers are use to improve the mechanical property of concrete and minimize the environmental pollution of earth. PET is use to prepare container for water, cold drinks, food etc. which is single used and it thrown in to the sea, dump on free land and burning. It cause many serious effect on animals, sea animals, destroy land fertility and other health related issues. The PET material are used to improve mechanical property of concrete like compressive strength, dry and wet density and static and dynamic elastic modulus. Thus fibers are available in natural and artificial material. Now a days, artificial fibers are widely used in India. The types of fibers are plastic fibers, glass fibers, steel fibers etc. In India according to solid waste management data is 15,350 tons daily and 1,84,120 tons annually generate, but only 9,350 tons daily and 1,12,120 tons annually collected. So the uncollected data is that about 6000 tons daily and 72,000 tons annually uncollected, in such a way that it causes many problems to the atmosphere so that it becomes environmentally harmful. For developing country concrete is most important material. It is extensively used in construction industry. Concrete have many advantages like long service life, durability, chemical attack resistance etc. Thus concrete has some many disadvantage like low tensile strength, flexural strength and cracks. To overcome these disadvantage add some supplements in concrete to improve its strength. The fiber are one of them. It reduces environmental problem it becomes eco-friendly. In case of compressive strength test, wet density test and direct method of UPV result are obtain as concrete carry higher applied load also it give high compressive strength, high wet and dry density of concrete and quality of concrete is good when adding 0.4% of shape - 01 PET fiber in concrete.
Transitions in rheological properties of modified bitumen containing chemical additives
Authors: Poorna Prajna S , Lakshmi P S , Gayathri G , Beulah M , Sudhir M R 
Published: November 2021

Abstract
Bitumen typically performs the function of a binder due to its adhesive properties and the ability to assume liquid form when heated and solid form when cooled. The softening of pavement bitumen during summer temperatures causes rutting on roads and its winter fragility leads to low-temperature cracking. In order to address these issues, a variety of additives have been proposed over the years as modifiers to improve the performance of bituminous concrete. In this direction, the aim of the present work was to establish the efficacy of the chemical additives, namely, titanium dioxide and carbon black in bitumen. To accomplish this objective, plain bitumen and modified bitumen samples with different percentages of titanium dioxide and carbon black were prepared and tested for various rheological properties. The study also examined the viscoelastic behaviour of the samples using dynamic shear rheometer. The findings of this study demonstrated that titanium dioxide and carbon black in bitumen are strong viscosity enhancers. Also, the modified bitumen specimen yielded in high phase angle indicating high viscous behavior and higher resistance to rutting and fatigue. The research findings also suggested that titanium dioxide and carbon black aid in the preparation of durable and sustainable mixtures for flexible pavements.
Parametric Analysis of Single-Cell Box Girder Bridge
Authors: Manjula R. , Amrutha A. 
Published: November 2021

Abstract
Bridges based on box girders concept are extensively utilized for their cost saving solution for different passages & viaducts that are seen in the present day highway systems. The behavior of box girder bridges is analyzed for stresses in longitudinal and transverse directions. In this paper, analysis of three different box girders has been carried out using SAP2000 as per Indian Road Congress(IRC) provisions for rectangular and trapezoidal sections. The behaviors of box girders with uniform depth and varying widths have been analyzed. A parametric study is conducted for various parameters like bending moments, axial force & shear force using SAP2000.
Comparative Study of Seismic Behaviour of Diagrid Structure with Conventional Structure
Authors: Babhulkar Saurabh , Dabhekar Kuldeep R , Sanghai S.S. , khedikar Isha P 
Published: November 2021

Abstract
Diagrid framework has arisen as an inventive underlying framework with a stylish view in the plan of tall structures. In this investigation, seismic execution of 15-story diagrid structures with fluctuating points are assessed utilizing reaction range examination Further more in request to assess the impact of diagrid center on conduct of designs. Actually diagrid essential system is gotten in tall constructions on account of its basic usefulness and versatility in plan organizing. Stood out from solidly scattered vertical areas in illustrated chamber, diagrid structure includes skewed sections outwardly surface of building. Because of slanted sections horizontal burdens are opposed by hub activity of the askew contrasted with twisting of vertical segments in customary construction. Plan and development of counterfeit foundation on the lines of biomicking standards require the improvement of exceptionally advance primary framework which has the characteristics of style articulation, underlying effectiveness and above all mathematical adaptability. Diagrid the most recent change of cylindrical constructions, have an ideal mix of the above characteristics. In this paper, the peculiarities of the diagrid its essential lead under stacking and the arrangement and advancement of diagrid centers are portray A context oriented examination of some new diagrid tall constructions, to be explicit the Swiss Re in London, the hearst tower in New York, and the west Guangzhou Tower in china is moreover presented.
Seismic Performance of L-Shaped Building Through Plan Irregularities
Authors: Chhatani Yash , Pawade Prashant Y , Dabhekar Kuldeep R , khedikar Isha P 
Published: November 2021

Abstract
Tremors are called one in everything about preeminent erratic and annihilating of every cataclysmic event, be that as it may, the flighty idea of the incidence of those seismic tremors makes it inconvenient to hinder loss of living souls and annihilation of properties, if the constructions don’t seem to be designed to oppose such seismic tremor powers. During this paper, a shot has been made to review set up irregularities specifically torsional irregularity and re-entrant corners within the frame structure. These inconsistencies square measure made according to IS 1893:2016 (part1) code. Irregular model and regular model were considered which were analyzed exploitation ETABS 2018 to see the unstable reaction of the structure. The models were analyzed exploitation static and dynamic ways, parameters thought-about being displacement, story drift, torsional irregularity.
Use of Tuned Liquid Damper to Control Structural Vibration Structural.
Authors: Chawhan Rechal L. , Pitale Nikhil H. , Solanke S.S. , Saiwala Mangesh 
Published: November 2021

Abstract
The aim of this paper is to study the tuned liquid damper and it’s effectivness. The tunned liquid dampers are simply tuned mass damper where the liquid (usually water) replaces the mass.Tuned liquid dampers is a water tank placed over the structure which is able to reduce the dynamic structural response subjected to stimulation through sloshing effect. The effectiveness of tuned liquid damper depends upon various parameters. Tuned liquid damper are suitable for high rise building rather than short building. The tuned liquid damper decreases effect of harmonic excitation by Dissipating the energy of excitation through sloshing phenomenon.
“Structural Audit of an Old Building” (A Case Study)
Authors: Kondalkar Ragini , Pitale Nikhil H. , Dabhekar K.R. , Mase D.P. 
Published: November 2021

Abstract
In India there are infinite old structures that are at the verge of damages. There are many buildings which have reduced their strength due to time passes, due to deterioration of concrete from structural element, due to development of cracks. The structure is a combination of load carrying members, damages in members cause failure of structure and it is harmful for living beings. To prevent old structure from failure the technique is adopted know as Non-Destructive Testing (NDT). With the help of non-destructive testing auditing of an old structure is get easier. NDT examine the total health of an infrastructure in order to check strength and stability of building. NDT is a bunch of various testing consist of Ultrasonic pulse velocity test (UPV), Rebound hammer test (RHT), Half-cell test, etc. Conducting NDT on building and analyzing testing result decide to repair building as per IS code, technique like grouting, Retrofitting, etc. to increase strength and stability of building. In this project structural has to be done on old structure which is situated at Nagpur. Audit done by NDT consist of Ultra-sonic pulse velocity test, Rebound hammer test, Half-cell test. After analyzing all test result including visual inspection it is found that structure need to repair and retrofitted to make it safe and stable for all static loadings. Column jacketing also provide to structure.
Mechanical Performance and Acid Resistance of Self Compacting Concrete with Fly Ash and Rice Husk Ash as Cementitious Materials
Authors: Pavan kumar Ram , Challagulla S.P. , Ramagiri Kruthi Kiran 
Published: November 2021

Abstract
Self-compacting concrete (SCC) is an extremely flowable, non-segregating concrete that fills every corner of formwork evenly and completely by its own mass and encapsulates reinforcement without vibrating, all while retaining homogeneity. SSC’s mechanical efficiency can be enhanced by using byproducts or waste materials as cement replacements. Rice husk ash (RHA) & fly ash stay very reactive byproducts. Because of its high silica content, Fly ash and RHA have strong pozzolanic properties, used as complementary cementations material in SSC. The automatic properties and Self-compacting concrete has a high acid resistance determined. Mainly the cement is replace by fly ash & rice husk ash with three different percentages variations (10%, 20%, and 30%). In each percentage of replacement, the fly ash and RHA has equal percentages. For example, in 10% of replacement 5% of fly ash and 5% of RHA is replaced. In frequently fly ash is industrial by-product and having the pozzolanic properties. And the RHA (rice husk ash) is also a pozzolanic reactive material. Compared to the adhesive, fly ash & RHA has more silica ingredient. The self-compacting concrete was calculated for M30, and specimens are cast. Compressive strength and split tensile strength, flexural strength, and durability (acid resistance) tests are performed for 7 days, 14 days, and 28 days.
Retrofitting of an existing structure design and techniques
Authors: Muthukumaraswamy kamalakannan Sreenivas , Murali Sravan Ashwin Ananda , Malik Mohamed Ansari Raja Abdul , Saravanan Nithya Anand , Vimal Kumar B , Vijayaragavan R , Umarani C. 
Published: November 2021

Abstract
Retrofitting of any given structure is done to improve its strength and performance. In most scenarios, retrofitting is done to improve seismic resilience and performance, however in this investigation retrofitting techniques are utilized to change the functional use of a structure, to be more precise, the agenda is to transform a commercial 10 storey structure into a data center building. In order to encompass the additional load parameters, instead of complete reconstruction, retrofitting solutions are to be adopted, which reduces cost, labor and is very energy and environment conscious. The said structure was modelled using the E-Tabs software, with appropriate load parameters. Furthermore, the altered load parameters for the data center would likewise be examined to understand the extent of failure and would help in indicating the appropriate retrofitting solution to ameliorate the situation. This project is cutting edge in the sense that a sustainable approach in the construction industry is sought to, looking at the need for energy efficiency.
Removal of nitrobenzene from water using activated carbon prepared from water hyacinth
Authors: Prithvi R , Aravindan A , Chaitanya K Naga 
Published: November 2021

Abstract
The prevailing study is of the adsorption efficiency of nitrobenzene onto the activated carbon prepared from the water hyacinth by phosphoric acid activation under the considerations of effect of pH (2,4,6,8,10 and 12) of nitrobenzene sample and consequence of initial concentration (20,100 and 200mg L−1) and contact time. The samples were analysed in high performance liquid chromatography (HPLC). The outcome shows that the change in pH of the nitrobenzene sample does not impact the adsorption capacity or adsorption rate. But whereas, the increase in original concentration of nitrobenzene has shown that the adsorption of nitrobenzene was rapid at initial stages and gradually increased with time till the stability is reached with the adsorption values of 19.3, 84.7 and 158.3 for initial concentrations of 20,100 and 200mg g−1 respectively. This study indicates that activated carbon formulated from water hyacinth is efficient for the removal of the nitrobenzene from the water.
Structural Assessment of RCC Elevated Service Reservoir For Different Capacity
Authors: Hiwase Prashant D. , Shinde Rishabh V. , Siddh Sharda P. 
Published: November 2021

Abstract
Elevated service reservoir is one of the maximum important infrastructures that is utilized by society. Our every day existence relies upon at the water supply, that is procured through an elevated service reservoir. Therefore, the safety of the service reservoir is of utmost importance. Most of the damage on elevated service reservoirs is caused by an earthquake, as the horizontal forces acting on the structure make the service reservoir vulnerable. Our predominantly study is based on extracting the dynamic forces mainly to determine critical condition of the structure. In this paper, different capacities of elevated service reservoir are taken and the design and analysis are done according to Indian standards. Dynamic analysis of the service reservoir is done and parameters such as time period, hydrodynamic pressure, base shear, base moment are compared with different capacities. Hence, the capabilities of the structure are substantially necessary to examine within the sub-continent region.
Service Life Prediction of RC Structure Incorporated with GGBS Subjected to Chloride Ion Penetration
Authors: Rajesh P , Sateesh Babu M , Siva Kishore I 
Published: November 2021

Abstract
Durability plays important role in structures that replicates the service life of the structure. Most of the structures are built by using concrete as main construction material. We can improve the service life of structures by substituting cement with secondary materials which contain cementitious property such asGGBS (Ground Granulated Blast Furnace Slag). In this concept we determine the chloride content in reinforced concrete structure which leads to deterioration, when exposed to 3.5% of NaCl solution by using immersion test. Firstly, we cast cubes (150x150x150mm) for conventional mix and mixes with different percentages of GGBS (30%, 50% and70%). Present in this paper we considered 0.30, 0.40 and 0.50 water binder ratio (w/b). Later on, we find the percentage of chloride ion penetrated is tested at 6 weeks and 12 weeks. We determine the compressive strength for 28 days, 56 days and 90 days and the chloride content (%) at 5mm, 10mm, 15mm, 20mm and 25mm depths of specimens, by using an empirical formula of Fick’s 2nd law. Service life prediction can be helpful to estimate prevailing the life of structure and can plan the better repair strategies and to make critical decisions in practice. We can design new structures such that life cycle cost can be optimized.
Comparison of Modelling Strategies of R.C Walls for Seismic Analysis
Authors: Jeelani Syed Hamim , Akhtar Salim , Lingeshwaran N , Jagarapu Durga Chaitanya Kumar , Mohammed Aslam M A , Nallusamy Babu , Rizvi Syed Shams 
Published: November 2021

Abstract
Reinforced concrete walls are being widely adopted as lateral load resisting systems for high rise structures. The current practice among design engineers for modelling of such walls is by idealizing the same as ‘wide’ columns, which is uncertain from safety as well as economy point of view. The most efficient modelling strategy of RC walls involves use of shell elements. Such an approach can be computationally much intensive, especially from a seismic analysis perspective. The present study utilizes an equivalent strut approach for modelling RC walls. The modelling strategy is demonstrated on a G + 15 storey residential apartment located in Calicut city. The proposed methodology will be compared with the traditional ‘wide’ column method as well as the one with shell element discretization. Comparison of modal properties such as frequencies and vibration modes from the various models are initially made to assess the model accuracy. Various seismic analyses viz. Equivalent static approach, Response spectrum approach and the assessment the storey shear, inter storey drifts as well as computation times using various models were performed using time history analysis. From preliminary results, it is understood that the modelling strategy could serve as an efficient alternative to more robust and computationally demanding scheme involving use of shell elements.
Analysis of Pre-Stressed Box Girder Bridge under Different Standard Codes: A Comparative Study
Authors: Hande Shubham S. , Siddh Sharda P. , Hiwase Prashant D. 
Published: November 2021

Abstract
Pre-stressed concrete bridge analysis is completely dependent on the standards and design criteria. Herein, the current study compares like a pre-stressed concrete bridge under the effect of two different loading standards and specifications. The two different loading standards considered herein are IRC 6: 2000 and AASHTO-LRFD standards. Further, the pre-stressed box girder bridge is modelled and analysis in MIDAS CIVIL. On carrying out analysis, the primary structural analysis parameters which are important for the design of structure, are studied. These parameters are shear force, bending moment and torsion in the bridge elements along its length. It became observed that AASHTO standards are uneconomical than IRC standards, due to consideration of heavy weight vehicle load moving on the bridge span. Thus, it might be said that pre-stressed box girder bridge analysis and design should be carried out effectively and optimistically using IRC standards and specifications.