Vivek Kumar Chandrakumar
Research Subjects
Vivek Kumar Chandrakumar has a total of 41 co-authors. Here are the top co-authors by number of shared publications:
Abhishek Joshi
Uttaranchal University, Dehradun, Uttarakhand, India
2 shared publicationsG. V. V. Satyanarayana
Gokaraju Rangaraju Institute of Engineering and Technology
2 shared publications- Karthikeyan R. M.
Department of Civil Engineering, SNS College of Technology, Coimbatore, India
2 shared publications - Karthikeyan Rajagopalan
Department of Mechanical Engineering, Gokaraju Rangaraju Institute of Engineering and Technology, Hyderabad 500090, Telangana, India
2 shared publications R. Karthikeyan
Gokaraju Rangaraju Institute of Engineering and Technology
2 shared publications- V. Mallikarjuna Reddy
Civil Engineering, Gokaraju Rangaraju Institute of Engineering and Technology, Hyderabad, India
2 shared publications
Latest Publications
- 22 May 2026
- Published by Taylor & Francis in Journal of Structural Integrity and Maintenance
- Vol. 11 (3)
Data-driven optimization with PSO improved Random Forest regression and sensitivity analysis for the strength of blended concrete
The current development in the worldwide construction business has added pressure to use sophisticated building materials that can satisfy building, stability, and sustainability objectives. Tradit...
- 22 May 2026
- Published by Taylor & Francis in Journal of Structural Integrity and Maintenance
- Vol. 11 (3)
Data-driven optimization with PSO improved Random Forest regression and sensitivity analysis for the strength of blended concrete
The current development in the worldwide construction business has added pressure to use sophisticated building materials that can satisfy building, stability, and sustainability objectives. Tradit...
- Open Access
- 28 October 2025
- Published by Periodica Polytechnica Budapest University of Technology and Economics in Periodica Polytechnica Chemical Engineering
- Vol. 69 (4) , 545-558
Application of Response Surface Methodology for the Adsorptive Removal of Chromium Using Modified Cellulose
In this study, a Modified Cellulose Polymer (MCP) was synthesized through selective oxidation in a cellulose polymer utilizing sodium periodate (NaIO4), which introduces benzothiazole as a functional attachment without disrupting the cellulose backbone. Response surface methodology was employed for the adsorption of chromium on MCP, and the process parameters were optimized. Three critical process parameters, particle size (398-498 nm), pH (5-7), and adsorbent dose (20-30 mg/L), were optimized to obtain the optimal response of chromium adsorption using the statistical Box–Behnken design. The experimental data obtained were analyzed using analysis of variance (ANOVA) and fitted to a second-order polynomial equation using multiple regression analysis. Numerical optimization, utilizing the desirability function, was employed to determine the optimal conditions for maximum chromium ion removal. A two-level fractional factorial model and the Box-Behnken matrix were employed to optimize the batch adsorption parameters for the adsorption of chromium from aqueous solutions by modified cellulose. Under the optimized conditions of pH 6.04 ± 0.05, particle size 485.49 ± 2 nm, and adsorbent dose of 24.14 ± 0.5 mg/L, MCP demonstrated the maximum chromium adsorption capacity with a desirability score of 0.805. The batch adsorption experiments confirmed the efficacy of MCP in removing chromium from aqueous solutions, as evidenced by the close alignment between the predicted adsorption capacity (134.53 ± 1.8 mg/g) and the experimental result (132.52 ± 2,1 mg/g). These findings highlight the potential of MCP as an effective and environmentally friendly adsorbent for industrial water-treatment applications.
- 28 October 2025
- Published by Periodica Polytechnica Budapest University of Technology and Economics in Periodica Polytechnica Chemical Engineering
- Vol. 69 (4) , 545-558
Open AccessApplication of Response Surface Methodology for the Adsorptive Removal of Chromium Using Modified Cellulose
In this study, a Modified Cellulose Polymer (MCP) was synthesized through selective oxidation in a cellulose polymer utilizing sodium periodate (NaIO4), which introduces benzothiazole as a functional attachment without disrupting the cellulose backbone. Response surface methodology was employed for the adsorption of chromium on MCP, and the process parameters were optimized. Three critical process parameters, particle size (398-498 nm), pH (5-7), and adsorbent dose (20-30 mg/L), were optimized to obtain the optimal response of chromium adsorption using the statistical Box–Behnken design. The experimental data obtained were analyzed using analysis of variance (ANOVA) and fitted to a second-order polynomial equation using multiple regression analysis. Numerical optimization, utilizing the desirability function, was employed to determine the optimal conditions for maximum chromium ion removal. A two-level fractional factorial model and the Box-Behnken matrix were employed to optimize the batch adsorption parameters for the adsorption of chromium from aqueous solutions by modified cellulose. Under the optimized conditions of pH 6.04 ± 0.05, particle size 485.49 ± 2 nm, and adsorbent dose of 24.14 ± 0.5 mg/L, MCP demonstrated the maximum chromium adsorption capacity with a desirability score of 0.805. The batch adsorption experiments confirmed the efficacy of MCP in removing chromium from aqueous solutions, as evidenced by the close alignment between the predicted adsorption capacity (134.53 ± 1.8 mg/g) and the experimental result (132.52 ± 2,1 mg/g). These findings highlight the potential of MCP as an effective and environmentally friendly adsorbent for industrial water-treatment applications.
- 31 May 2025
- Published by Springer Nature
- p. 193-205
Studies on Durability Properties of Green Concrete by Partial Replacement of Coarse Aggregate with Jhama Bricks
- 31 May 2025
- Published by Springer Nature
- p. 193-205
Studies on Durability Properties of Green Concrete by Partial Replacement of Coarse Aggregate with Jhama Bricks
- 25 October 2024
- Published by Springer Nature
- p. 143-150
Optimization of Mechanical Properties for High-Strength Concrete by Artificial Neural Network Modelling
- 25 October 2024
- Published by Springer Nature
- p. 143-150
Optimization of Mechanical Properties for High-Strength Concrete by Artificial Neural Network Modelling
- Open Access
- 20 July 2024
- Published by Taylor & Francis in Cogent Engineering
- Vol. 11 (1)
ML prediction and ANN-PSO based optimization for compressive strength of blended concrete
- 20 July 2024
- Published by Taylor & Francis in Cogent Engineering
- Vol. 11 (1)
Open AccessML prediction and ANN-PSO based optimization for compressive strength of blended concrete
- Open Access
- 11 July 2024
- Published by Taylor & Francis in Cogent Engineering
- Vol. 11 (1)
Machine learning prediction and optimization of compressive strength for blended concrete by applying ANN and genetic algorithm
- 11 July 2024
- Published by Taylor & Francis in Cogent Engineering
- Vol. 11 (1)
Open AccessMachine learning prediction and optimization of compressive strength for blended concrete by applying ANN and genetic algorithm
- 11 October 2023
- Published by Trans Tech Publications, Ltd. in Key Engineering Materials
- Vol. 961, 85-93
Assessment of Strength and Durability Parameters of Geopolymer Concrete Blocks with Different Sand Replacement Levels
The burned clay brick industry produces approximately 360 billion bricks per year, causing major land degradation and unprocessed pollutants. The quantity of bricks necessitates the use of 15,500 hectares of land. The topsoil necessary to produce traditional brick is 2200 m3 / billion bricks per year, whereas only 0.75 hectare of surface of land is needed to produce millions of clayey bricks each year. Another aspect of environmental degradation was its inefficient use of fly ash, which would be created by thermal power stations (TPS). Around 120 million tonnes of fly ash were produced yearly in India through 260 million tonnes of coal (65 percent of India's annual coal production), covering nearly 15,000 hectares of useable land. Apart from fly ash, a variety of materials, such as clay, silica fume, and bottom ash, could be used as pozzolanic materials which react with both the alkaline activator. The influence of chemical activators, their proportioning, curing conditions, and curing time all impact the strength properties for geopolymer materials. As a result, geopolymer development has a wide range of applications. Compressive strength, water absorption, and sulphate attack were all measured on geopolymer concrete mixes. The objective of this investigation findings was compared to the fly ash based geopolymer concrete block made of natural aggregate with different replacement levels of fine aggregate as natural sand, manufactured sand and Ecosand with required mix proportion are all within the IS 15658 guidelines.
- 11 October 2023
- Published by Trans Tech Publications, Ltd. in Key Engineering Materials
- Vol. 961, 85-93
Assessment of Strength and Durability Parameters of Geopolymer Concrete Blocks with Different Sand Replacement Levels
The burned clay brick industry produces approximately 360 billion bricks per year, causing major land degradation and unprocessed pollutants. The quantity of bricks necessitates the use of 15,500 hectares of land. The topsoil necessary to produce traditional brick is 2200 m3 / billion bricks per year, whereas only 0.75 hectare of surface of land is needed to produce millions of clayey bricks each year. Another aspect of environmental degradation was its inefficient use of fly ash, which would be created by thermal power stations (TPS). Around 120 million tonnes of fly ash were produced yearly in India through 260 million tonnes of coal (65 percent of India's annual coal production), covering nearly 15,000 hectares of useable land. Apart from fly ash, a variety of materials, such as clay, silica fume, and bottom ash, could be used as pozzolanic materials which react with both the alkaline activator. The influence of chemical activators, their proportioning, curing conditions, and curing time all impact the strength properties for geopolymer materials. As a result, geopolymer development has a wide range of applications. Compressive strength, water absorption, and sulphate attack were all measured on geopolymer concrete mixes. The objective of this investigation findings was compared to the fly ash based geopolymer concrete block made of natural aggregate with different replacement levels of fine aggregate as natural sand, manufactured sand and Ecosand with required mix proportion are all within the IS 15658 guidelines.
- 13 June 2022
- Published by Springer Nature in International Journal on Interactive Design and Manufacturing (IJIDeM)
- Vol. 18 (4) , 1997-2006
Applying ANN – PSO algorithm to maximize the compressive strength and split tensile strength of blended self curing concrete on the impact of supplementary cementitious materials
- 13 June 2022
- Published by Springer Nature in International Journal on Interactive Design and Manufacturing (IJIDeM)
- Vol. 18 (4) , 1997-2006
Applying ANN – PSO algorithm to maximize the compressive strength and split tensile strength of blended self curing concrete on the impact of supplementary cementitious materials