Refine your search
Collections
Co-Authors
Journals
A B C D E F G H I J K L M N O P Q R S T U V W X Y Z All
Vetturayasudharsanan, R.
- Experimental Study on Fly Ash Based Slurry Infiltrated Fiber Concrete Beam Incorporate with Lathe Waste
Abstract Views :160 |
PDF Views:0
Authors
Affiliations
1 Department of Civil Engineering, M. Kumarasamy College of Engineering, Karur, Tamil Nadu, IN
1 Department of Civil Engineering, M. Kumarasamy College of Engineering, Karur, Tamil Nadu, IN
Source
International Journal of Emerging Trends in Science & Technology, Vol 4, No 2 (2018), Pagination: 5-8Abstract
The main responsibility of a Civil Engineer is to provide a safe working environment to future developments. The ultimate objective of this study is to know the behavior of SIFCON beam while adding lathe waste into that. SIFCON have high strength as well as large ductility because of its tensile strength was high. In this experiment is done in two stages. In initial stage fly ash must be added in the various proportion, i.e. 10%, 20%, 30%, 40%, 50% and 60% from which optimum fly ash additive is obtained. In addition to that lathe waste is added to concrete in various proportion, i.e. 2%, 4%, 6% and 8% is done to get optimum lathe waste level. At the age of 28 days the SIFCON beam is tested up to failure for determining its structural behavior.Keywords
Deflection, Ductility Factor, Flexural Strength, Fly Ash, Steel Fiber (Lathe Waste), Stiffness.
References
- B. Abdollahi, M. Bakhshi, Z. Mirzaee, M. Shekarchi, and M. Motavalli, “SIFCON strengthening of concrete cylinders in comparison with conventional GFRP confinement method,” Construction and Building Materials, vol. 36, pp. 765-778, 2012.
- C. Lin, O. Kayali, E. V. Morozov, and D. J. Sharp, “Integrated Plain and Slurry Infiltrated Fibre Concrete (IPSIFCON) composite beams,” 16th International Conference on Composite Structures, vol. 8, p. 16, 2011.
- Ç. Yalçınkaya, A. Beglarigale, and H. Yazıcı, “The effect of metakaolin and end type of steel fibre on fibre SIFCON matrix bond characteristics,” Usak University Journal of Material Sciences, vol. 1, pp. 97-105, 2014.
- K. Dagar, “Slurry Infiltrated Fibrous Concrete (SIFCON),” International Journal of Applied Engineering and Technology, vol. 2, no. 2, pp. 99-100, 2012.
- IS: 2386-1963 (Part 3). “Methods of test for aggregates for concrete,” Bureau of Indian Standards, New Delhi, India.
- IS: 456-2000. “Indian standard code of practice for plain and reinforcement concrete,” Bureau of Indian Standards, New Delhi, India.
- S. M. Jayashree, R. R. Bharatwaj, and M. H. Santhi, “Flexural behaviour of SIFCON beams,” International Journal of Engineering Research and Technology (IJERT), vol. 2, no. 2, pp. 1-7, 2013.
- S. Jain, and G. Kumar, “Effect of fiber volume and partial replacement of cement by GGBS on flexural strength of SIFCON,” International Journal of Engineering Research and Technology (IJERT), vol. 4, no. 6, pp. 268-269, June 2015.
- H. S. Rao, V. G. Ghorpade, N. V. Ramana, and K. Gnaneswar, “Response of SIFCON two-way slabs under impact loading,” International Journal of Impact Engineering, vol. 37, no. 4, pp. 452-458, April 2010.
- P. Shrivastava, and Y. P. Joshi, “Reuse of lathe waste steel scrap in concrete pavements,” International Journal of Engineering Research and Applications, vol. 4, no. 12, pp. 45-54, 2014.
- B. Subathra, and T. Pradeep, “Experimental study on mechanical properties of SIFCON,” International Journal of Science and Engineering Research, vol. 3, no. 2, pp. 568-572, 2015.
- M. S. Shetty, Concrete Technology, ed. 2005, S. Chand and Company Ltd., pp. 428-431, 2009.
- A. A. Thomas, and J. Mathews, “Strength and behaviour of SIFON with different types of fibers,” International Journal of Civil Engineering and Technology (IJCIET), vol. 5, no. 12, pp. 25-30, 2014.
- G. Vijayakumar, P. Senthilnathan, K. Pandurangan, and G. Ramakrishna, “Impact and energy absorption characteristics of lathe scrap reinforced concrete,” International Journal of Structural and Civil Engineering Research , Vol. 1, no. 1, pp. 60-66, November 2012.
- H. Yazici, H. Yigiter, S. Aydin, and B. Baradan, “Autoclaved SIFCON with high volume class C fly ash binder phase,” Cement and Concrete Research, vol. 36, no. 3, pp. 481-486, March 2006.
- Soil Stabilization by Using Waste Plastic Powder
Abstract Views :145 |
PDF Views:0
Authors
Affiliations
1 Department of Civil Engineering, M. Kumarasamy College of Engineering, Karur, Tamil Nadu, IN
2 Department of Civil Engineering, M. Kumarasamy College of Engineering, Karur, Tamil Nadu, IN
1 Department of Civil Engineering, M. Kumarasamy College of Engineering, Karur, Tamil Nadu, IN
2 Department of Civil Engineering, M. Kumarasamy College of Engineering, Karur, Tamil Nadu, IN
Source
International Journal of Emerging Trends in Science & Technology, Vol 5, No 2 (2019), Pagination: 04-06Abstract
Urbanization and industrialization was increased day by day, so usage of plastic also increased in all over the world. But the recycling and reuse of the plastic waste is less when compared to its manufacturing. Nowadays waste plastics are dumped in soil and also affect it severely on foundation. So stabilization of this kind of soil is needed to use for any other civil works. Expensive soil like black cotton is also called regur soil. This project involves the comparison of regur and red soil for the better usage in foundation works. The replacement of soil by plastic waste was conducted in the ratio of 2%, 4%, 6%. California bearing ratio (CBR), Standard proctor test, and permeability test were studied.Keywords
Black cotton soil, CBR, Plastic powder, Red soil, Soil stabilization.- Relationship between Concrete and Chloride Penetration
Abstract Views :194 |
PDF Views:0
Authors
Affiliations
1 Assistant Professor, Department of Civil Engineering, M. Kumarasamy College of Engineering, Karur, Tamil Nadu, IN
2 Assistant Professor, Department of Civil Engineering, M.Kumarasamy College of Engineering, Karur, Tamil Nadu, IN
3 Assistant Professor, Department of Civil Engineering, M.Kumarasamy College of Engineering, Karur, Tamil Nadu
1 Assistant Professor, Department of Civil Engineering, M. Kumarasamy College of Engineering, Karur, Tamil Nadu, IN
2 Assistant Professor, Department of Civil Engineering, M.Kumarasamy College of Engineering, Karur, Tamil Nadu, IN
3 Assistant Professor, Department of Civil Engineering, M.Kumarasamy College of Engineering, Karur, Tamil Nadu
Source
International Journal of Emerging Trends in Science & Technology, Vol 7, No 2 (2021), Pagination: 06-09Abstract
Self-compacting solid offers a quick pace of solid situation, with quicker development times and simplicity of stream around blocked support. The ease and isolation opposition of SCC guarantees a significant degree of homogeneity, negligible solid voids and uniform solid strength, giving the possibility to a better degree of finish and solidness than the construction. The improved development practice and execution, joined with the wellbeing and security benefits, make SCC an exceptionally alluring answer for both precast concrete and structural designing development. Self-compacting concrete (SCC) is a unique concrete that sets and compacts without the use of vibration. Except in the presence of clogged support, it will flow under its own weight, fully filling formwork and completing maximum compaction. The solidified concrete is dense, homogeneous, and has comparable design and strength properties to traditional concrete.Keywords
Self-compacting Concrete (SCC), Finite Element Analysis (FEA),, ConcreteReferences
- C Freeda Christy, D Tensing, “Effect Of Class F – Fly ash As Partial Replacement With Cement And Fine Aggregate in Mortar”, Indian Journal Of Engineering and Material Science, Vol 17, April 2010, pp. 140- 144.
- C. Marthong, “Sawdust Ash (SDA) as Partial Replacement of Cement”, International Journal of Engineering Research and Applications (IJERA), Vol. 2, Issue4, July-August 2012, pp.1980-1985.
- Nilforoushan, Mohammed Reza, the Effect of Micro Silica on Permeability and Chemical Durability of Concrete Used in The Corrosive Environment, Iran J. Chem and Chem Eng., vol 24, No 2, 2005.
- Mohammed Razzaq, Ahmed Namah Hadi, “Effect of Egg Shells Powder on Some Mechanical and Physical Properties of Natural Rubber”, The Iraqi Journal for Mechanical and Material Engineering, Vol.12, No.3, 2012.
- Phil Glatz, Zhidong Miao and Belinda Rodda, “Handling and Treatment of Poultry Hatchery Waste: A Review”, Vol 3, 12 January 2011.
- M.O.A. Mtallib and A. Rabiu, “Effects of Eggshells Ash on The Setting Time of Cement”, Vol 3, 12 January 2011.
- Jayraj Vinodsinh Solanki, Jayesh Kumar Pitroda, “Flexural Strength of Beams by Partial Replacement of Cement with Fly Ash and Hypo Sludge in Concrete”, International Journal of Engineering Science and Innovative Technology (IJESIT) Volume 2, Issue 1, January 2013.
- Arash Barazesh, Hamidreza Saba, Mehdi Gharib, Moustafa Yousefi Rad, “Laboratory Investigation of the Effect of Eggshell powder on Plasticity Index in Clay and Expansive Soils”, European Journal of Experimental Biology, 2012, 2 (6):2378-2384.
- Isaac O. Igwe, Genevive C. Onuegbu, “Studies on Properties of Egg Shell and Fish Bone Powder Filled Polypropylene”, American Journal of Polymer Science 2012, 2(4): 56-61.
- O. Amu, A.B. Fajobi and B.O. Oke, “Effect of Eggshell Powder on stabilizing Potential of Lime on an Expansive Clay Soil”, Research Journal of Agriculture and Biological Sciences 1(1): 80-84, 2005.
- L. O. Ettu, K. C. Nwachukwu, J. I. Arimanwa, C. T. G. Awodiji, and H. E. Opara, “Variation of Strength of OPC-Saw Dust Ash Cement Composites with Water-Cement Ratio”, International Refereed Journal of Engineering and Science, Volume 2, Issue 7 (July 2013), PP. 09-13.
- A. Rangaraj, and S. Rubini, “Study on characteristics strength of concrete by partial replacement of coarse aggregate,” Journal of Chemical and Pharmaceutical Sciences, special issue 3, pp. 110-113, Feb. 2017.
- A. Rangaraj, and P. Mukesh, “An experimental investigation on partial replacement of bitumen using rubber tyre,” Materials Today Proceeding, p. 6, Feb. 2019.
- A. Rangaraj, and N. P. Srinivasan, “Experimental investigation on partial replacement of bitumen with sugarcane molasses and quarry dust,” Adalya Journal, 2019.
- A. Rangaraj, “Review paper on partial replacement of recycled aggregates on concrete,” Test Engineering and Management, Mar. 2020.
- Combined Effect of Mineral Admixtures in High-Performance Concrete
Abstract Views :226 |
PDF Views:0
Authors
Affiliations
1 Assistant Professor, Department of Civil Engineering, M.Kumarasamy College of Engineering, Karur, Tamil Nadu, IN
1 Assistant Professor, Department of Civil Engineering, M.Kumarasamy College of Engineering, Karur, Tamil Nadu, IN
Source
International Journal of Emerging Trends in Science & Technology, Vol 7, No 2 (2021), Pagination: 01-05Abstract
High Performance Concrete (HPC) is a propelled sort of con crete that can increase the strength and versatility of concrete structures. For many years, High performance concrete (HPC) is the innovative type of concrete. It has been developed and used for many purpose in construction results in increased characteri stics compared to conventional concrete. Fly ash, Silica fume, Quarry Dust has been popularly used in as mineral admixtures and along with that water also used as natural admixture in HPC to improve the mechanical properties. The utilization of nearby mate rials is a principal venture to spare materials and vitality and lessen the cost of concrete. The cement has been partially replaced with silica fume, combination of coconut shell and eggshell ash (with equal proportions). In order to found out the mechani cal properties of High High-Performance concrete, concrete specimens were casted and tested for 7, 28 days up to failure. In this investigation the mechanical properties of HPC are compared to Controlled Specimens.Keywords
Mechanical Properties, Silica Fume, Combination of Coconut shell and Egg shell ash, Compressive strength, Tensile strength, Flexural Strength, Mineral Admixture.References
- Balaji G, Vetturayasudharsanan R (2019) “Experimental investigation on flexural behaviour of RC hollow beams”, Materials today: proceedings 2019, https://doi.org/10.1016/j.matpr.2019.05.461.
- Vetturayasudharsanan R, Balaji G (2019) “Feasibility study on triangular perfobond rib shear connectors In composite slab”, Materials today: proceedings 2019.
- Ali Alsalman, Canh N. Dang, Gary S. Prinz, and W. Micah Hale (2017) “Evaluation of modulus of elasticity of ultra-high performance concrete”, Construction and Building Materials, Vol. No. 153, pp 918–928.
- Andrew Fahim, Edward G. Moffatt and Michael D.A. Thomas “Performance of high-volume fly ash concrete in marine environment”, Cement and Concrete Research, Vol. No. 102 pp, 127–135.
- Birgit Funk, Reinhard Trettin, and Henning Zoz (2017) “From slag to high performance concrete – Manufacturing FuturBeton”, Materials Today: Proceedings 4, pp S81–S86.
- Chen.J.J, Ng .P.L, Li .L.G and Kwanc .A.K.H (2017) “Production of high-performance concrete by addition of fly ash microsphere and condensed silica fume”, Procedia Engineering Vol. No. 172, pp 165 – 171.
- Hor Yin, Wee Teo, and Kazutaka Shirai (2017) “Experimental investigation on the behaviour of reinforced concrete slabs strengthened with ultra-high performance concrete”, Construction and Building Materials Vol. No. 155, pp 463–474.
- IS: 383-1970, “Specifications for Coarse and Fine aggregate from Natural Sources for Concrete”, Bureau of Indian Standards, New Delhi, India.
- IS: 456-2000, “Indian Standard Code for Practice for Plain and Reinforced Concrete”, Bureau of Indian Standards, New Delhi, India.
- IS: 516-1959, “Indian Standard Code for Practice- Methods of Test for Strength of Concrete”, Bureau of Indian Standards, New Delhi, India.
- IS: 10262-2000, “Recommended Guidelines for Concrete Mix Design”, Bureau of Indian Standards, New Delhi, India.
- IS: 12269-1987, “Specifications for 53-Grade Portland Cement”, Bureau of Indian Standards, New Delhi, India.
- Jacek Go1aszewski and Tomasz Ponikiewski (2014) “The influence of high-calcium fly ash on the properties of fresh and hardened self-compacting concrete and high performance selfcompacting Concrete”, Journal of Cleaner Production Vol. No. 72, pp 212-221.
- Maha M.S. Ridha, Nagham T.H. Al-Shafi, and Milad M. Hasan (2017) “Ultra-high performance steel fibers concrete corbels: Experimental investigation”, Case Studies in Construction Materials 7, pp 180–190.
- Miao Ren, Tiefeng Chen and Xiaojian Gao (2018) “Effects of autoclave curing and fly ash on mechanical properties of ultrahigh performance concrete”, Construction and Building Materials Vol. No. 158, pp 864–872.
- Wojciech Kubissa, Tamas Simon, Roman Jaskulski, Pavel Reiterman, Marcin Supera (2017) “Ecological high performance concrete”, Procedia Engineering Vol. No. 172, pp 595 – 603.
- Balaji, G., & Dineshkumar, R. (2020). Experimental Investigation on High Performance Concrete with Silica Fume and Combination of Coconut Shell and Egg Shell Ash as Mineral Admixture. ADALYA JOURNAL, 9(1), 403-407.
- Balaji, G. (2016). Arivu Thiravida Selvan V and Maniarasan SK (2016),‘Study on Structural Behaviour of RC Hollow Beams’. International Journal of Innovative Research in Engineering Science and Technology, Special Issue, 38-43.
- R. Vetturayasudharsanan, G. Balaji, P. Balamurugan, and R. Dineshkumar, “Analytical study of triangular perfobond shear connectors,” Innovative Infrastructure Solutions, vol. 6, no. 2, p. 115, 2021.
- Balaji G and Vetturayasudharsanan R (2018), ‘Experimental Study on Fly Ash Based slurry Infiltrated Fiber Concrete Beam Incorporate with Lathe Waste’, International Journal of Emerging Trends in Science and Technology, Volume 4, Issue 2, pp 5-8
- Combined Effect of Mineral Admixtures in High-Performance Concrete
Abstract Views :181 |
PDF Views:0
Authors
Affiliations
1 Assistant Professor, Department of Civil Engineering, M.Kumarasamy College of Engineering, Karur,Tamil Nadu, IN
2 Assistant Professor, Department of Civil Engineering, M.Kumarasamy College of Engineering, Karur, Tamil Nadu, IN
1 Assistant Professor, Department of Civil Engineering, M.Kumarasamy College of Engineering, Karur,Tamil Nadu, IN
2 Assistant Professor, Department of Civil Engineering, M.Kumarasamy College of Engineering, Karur, Tamil Nadu, IN
Source
Journal of Entrepreneurship & Management, Vol 7, No 2 (2021), Pagination: 1-5Abstract
High Performance Concrete (HPC) is a propelled sort of concrete that can increase the strength and versatility of concrete structures. For many years, High performance concrete (HPC) is the innovative type of concrete. It has been developed and used for many purpose in construction results in increased characteristics compared to conventional concrete. Fly ash, Silica fume, Quarry Dust has been popularly used in as mineral admixtures and along with that water also used as natural admixture in HPC to improve the mechanical properties. The utilization of nearby materials is a principal venture to spare materials and vitality and lessen the cost of concrete. The cement has been partially replaced with silica fume, combination of coconut shell and eggshell ash (with equal proportions). In order to found out the mechanical properties of High-Performance concrete, concrete specimens were casted and tested for 7, 28 days up to failure. In this investigation the mechanical properties of HPC are compared to Controlled Specimens.Keywords
Mechanical Properties, Silica Fume, Combination of Coconut shell and Egg shell ash, Compressive strength, Tensile strength, Flexural Strength, Mineral Admixture.References
- Balaji G, Vetturayasudharsanan R (2019) “Experimental investigation on flexural behaviour of RC hollow beams”, Materials today: proceedings 2019, https://doi.org/10.1016/j.matpr.2019.05.461.
- Vetturayasudharsanan R, Balaji G (2019) “Feasibility study on triangular perfobond rib shear connectors In composite slab”, Materials today: proceedings 2019.
- Ali Alsalman, Canh N. Dang, Gary S. Prinz, and W. Micah Hale (2017) “Evaluation of modulus of elasticity of ultra-high performance concrete”, Construction and Building Materials, Vol. No. 153, pp 918–928.
- Andrew Fahim, Edward G. Moffatt and Michael D.A. Thomas “Performance of high-volume fly ash concrete in marine environment”, Cement and Concrete Research, Vol. No. 102 pp, 127–135.
- Birgit Funk, Reinhard Trettin, and Henning Zoz (2017) “From slag to high performance concrete – Manufacturing FuturBeton”, Materials Today: Proceedings 4, pp S81–S86.
- Chen.J.J, Ng .P.L, Li .L.G and Kwanc .A.K.H (2017) “Production of high-performance concrete by addition of fly ash microsphere and condensed silica fume”, Procedia Engineering Vol. No. 172, pp 165 – 171.
- Hor Yin, Wee Teo, and Kazutaka Shirai (2017) “Experimental investigation on the behaviour of reinforced concrete slabs strengthened with ultra-high performance concrete”, Construction and Building Materials Vol. No. 155, pp 463–474.
- IS: 383-1970, “Specifications for Coarse and Fine aggregate from Natural Sources for Concrete”, Bureau of Indian Standards, New Delhi, India.
- IS: 456-2000, “Indian Standard Code for Practice for Plain and Reinforced Concrete”, Bureau of Indian Standards, New Delhi, India.
- IS: 516-1959, “Indian Standard Code for Practice- Methods of Test for Strength of Concrete”, Bureau of Indian Standards, New Delhi, India.
- IS: 10262-2000, “Recommended Guidelines for Concrete Mix Design”, Bureau of Indian Standards, New Delhi, India.
- IS: 12269-1987, “Specifications for 53-Grade Portland Cement”, Bureau of Indian Standards, New Delhi, India.
- Jacek Go1aszewski and Tomasz Ponikiewski (2014) “The influence of high-calcium fly ash on the properties of fresh and hardened self-compacting concrete and high performance selfcompacting Concrete”, Journal of Cleaner Production Vol. No. 72, pp 212-221.
- Maha M.S. Ridha, Nagham T.H. Al-Shafi, and Milad M. Hasan (2017) “Ultra-high performance steel fibers concrete corbels: Experimental investigation”, Case Studies in Construction Materials 7, pp 180–190.
- Miao Ren, Tiefeng Chen and Xiaojian Gao (2018) “Effects of autoclave curing and fly ash on mechanical properties of ultrahigh performance concrete”, Construction and Building Materials Vol. No. 158, pp 864–872.
- Wojciech Kubissa, Tamas Simon, Roman Jaskulski, Pavel Reiterman, Marcin Supera (2017) “Ecological high performance concrete”, Procedia Engineering Vol. No. 172, pp 595 – 603.
- Balaji, G., & Dineshkumar, R. (2020). Experimental Investigation on High Performance Concrete with Silica Fume and Combination of Coconut Shell and Egg Shell Ash as Mineral Admixture. ADALYA JOURNAL, 9(1), 403-407.
- Balaji, G. (2016). Arivu Thiravida Selvan V and Maniarasan SK (2016),‘Study on Structural Behaviour of RC Hollow Beams’. International Journal of Innovative Research in Engineering Science and Technology, Special Issue, 38-43.
- R. Vetturayasudharsanan, G. Balaji, P. Balamurugan, and R. Dineshkumar, “Analytical study of triangular perfobond shear connectors,” Innovative Infrastructure Solutions, vol. 6, no. 2, p. 115, 2021.
- Balaji G and Vetturayasudharsanan R (2018), ‘Experimental Study on Fly Ash Based slurry Infiltrated Fiber Concrete Beam Incorporate with Lathe Waste’, International Journal of Emerging Trends in Science and Technology, Volume 4, Issue 2, pp 5-8.
- Relationship between Concrete and Chloride Penetration
Abstract Views :170 |
PDF Views:0
Authors
Affiliations
1 Assistant Professor, Department of Civil Engineering, M.Kumarasamy College of Engineering, Karur,Tamil Nadu, IN
1 Assistant Professor, Department of Civil Engineering, M.Kumarasamy College of Engineering, Karur,Tamil Nadu, IN
Source
Journal of Entrepreneurship & Management, Vol 7, No 2 (2021), Pagination: 6-9Abstract
Self-compacting solid offers a quick pace of solid situation, with quicker development times and simplicity of stream around blocked support. The ease and isolation opposition of SCC guarantees a significant degree of homogeneity, negligible solid voids and uniform solid strength, giving the possibility to a better degree of finish and solidness than the construction. The improved development practice and execution, joined with the wellbeing and security benefits, make SCC an exceptionally alluring answer for both precast concrete and structural designing development. Selfcompacting concrete (SCC) is a unique concrete that sets and compacts without the use of vibration. Except in the presence of clogged support, it will flow under its own weight, fully filling formwork and completing maximum compaction. The solidified concrete is dense, homogeneous, and has comparable design and strength properties to traditional concrete.Keywords
Self-compacting concrete (SCC), Finite Element Analysis (FEA), Concrete.References
- C Freeda Christy, D Tensing, “Effect Of Class F – Fly ash As Partial Replacement With Cement And Fine Aggregate in Mortar”, Indian Journal Of Engineering and Material Science, Vol 17, April 2010, pp. 140- 144.
- C. Marthong, “Sawdust Ash (SDA) as Partial Replacement of Cement”, International Journal of Engineering Research and Applications (IJERA), Vol. 2, Issue4, July-August 2012, pp.1980-1985.
- Nilforoushan, Mohammed Reza, the Effect of Micro Silica on Permeability and Chemical Durability of Concrete Used in The Corrosive Environment, Iran J. Chem and Chem Eng., vol 24, No 2, 2005.
- Mohammed Razzaq, Ahmed Namah Hadi, “Effect of Egg Shells Powder on Some Mechanical and Physical Properties of Natural Rubber”, The Iraqi Journal for Mechanical and Material Engineering, Vol.12, No.3, 2012.
- Phil Glatz, Zhidong Miao and Belinda Rodda, “Handling and Treatment of Poultry Hatchery Waste: A Review”, Vol 3, 12 January 2011.
- M.O.A. Mtallib and A. Rabiu, “Effects of Eggshells Ash on The Setting Time of Cement”, Vol 3, 12 January 2011.
- Jayraj Vinodsinh Solanki, Jayesh Kumar Pitroda, “Flexural Strength of Beams by Partial Replacement of Cement with Fly Ash and Hypo Sludge in Concrete”, International Journal of Engineering Science and Innovative Technology (IJESIT) Volume 2, Issue 1, January 2013.
- Arash Barazesh, Hamidreza Saba, Mehdi Gharib, Moustafa Yousefi Rad, “Laboratory Investigation of the Effect of Eggshell powder on Plasticity Index in Clay and Expansive Soils”, European Journal of Experimental Biology, 2012, 2 (6):2378-2384.
- Isaac O. Igwe, Genevive C. Onuegbu, “Studies on Properties of Egg Shell and Fish Bone Powder Filled Polypropylene”, American Journal of Polymer Science 2012, 2(4): 56-61.
- O. Amu, A.B. Fajobi and B.O. Oke, “Effect of Eggshell Powder on stabilizing Potential of Lime on an Expansive Clay Soil”, Research Journal of Agriculture and Biological Sciences 1(1): 80-84, 2005.
- L. O. Ettu, K. C. Nwachukwu, J. I. Arimanwa, C. T. G. Awodiji, and H. E. Opara, “Variation of Strength of OPCSaw Dust Ash Cement Composites with Water-Cement Ratio”, International Refereed Journal of Engineering and Science, Volume 2, Issue 7 (July 2013), PP. 09-13.
- A. Rangaraj, and S. Rubini, “Study on characteristics strength of concrete by partial replacement of coarse aggregate,” Journal of Chemical and Pharmaceutical Sciences, special issue 3, pp. 110-113, Feb. 2017.
- A. Rangaraj, and P. Mukesh, “An experimental investigation on partial replacement of bitumen using rubber tyre,” Materials Today Proceeding, p. 6, Feb. 2019.
- A. Rangaraj, and N. P. Srinivasan, “Experimental investigation on partial replacement of bitumen with sugarcane molasses and quarry dust,” Adalya Journal, 2019.
- A. Rangaraj, “Review paper on partial replacement of recycled aggregates on concrete,” Test Engineering and Management, Mar. 2020.