Characterization study on concrete developed with fly ash, bottom ash, GGBS and construction debris
2
조회
0
다운로드
2
인용
0
참고문헌
키워드
초록
Over the decades, research works concentrate on the sustainable development of materials towards to attain the good strengthand construction material with durability properties. Too, making sustainable concrete is one of the challenging tasks tomaintain its regular properties without affecting the environment. This research work concentrates on the study of theconcrete mechanical properties by adding the silica fume of 15% with cement weight, and the GGBS, with the weight ofcement Fly ash has been replaced. Also, with the replacement of the fine aggregate by 5%, 10%, 15%, and 20% by the bottomash. And the design mix of concrete was made the grade of M50. The strength of flexural, split tensile and strength ofcompression tests were completed on the standard specimen. Also, the characterizations of materials such as XRD, SEM, andEDAX have been performed. From the test results, the GGBS of 15% replacement with cement possesses good mechanicalproperties. From the characterization results, the materials have a good surface area and angular texture, providing goodbonding with the ingredients.
Abstract
Over the decades, research works concentrate on the sustainable development of materials towards to attain the good strengthand construction material with durability properties. Too, making sustainable concrete is one of the challenging tasks tomaintain its regular properties without affecting the environment. This research work concentrates on the study of theconcrete mechanical properties by adding the silica fume of 15% with cement weight, and the GGBS, with the weight ofcement Fly ash has been replaced. Also, with the replacement of the fine aggregate by 5%, 10%, 15%, and 20% by the bottomash. And the design mix of concrete was made the grade of M50. The strength of flexural, split tensile and strength ofcompression tests were completed on the standard specimen. Also, the characterizations of materials such as XRD, SEM, andEDAX have been performed. From the test results, the GGBS of 15% replacement with cement possesses good mechanicalproperties. From the characterization results, the materials have a good surface area and angular texture, providing goodbonding with the ingredients.
참고문헌 (25)
- G. Sabnis, , Tay. and Fran. Gro, pp.458~ (2012)
- B. J. Lomborg, , Cambridge Uni. Pres, 27(4), pp.801~804 (2001)
- A. A. Adegbola, , Indian J. of Sci. and Tech, 5(11), pp.103~120 (2012)
- M. Asad, , Life Sci. J, 10(12), pp.956~960 (2013)
- K. H. Yang, , Aci. Mater. J, 105(3), pp.289~296 (2008)
- M. Gavriletea, , Sustain, 9(7), pp.1118~ (2017)
- K. M. Cochran, , Waste Manage, 30(11), pp.2247~2254 (2010)
- B. Chandra, , Conser. and Recycling, 47, pp.22~244 (2006)
- A. E. Mohsen, , Road Mater. and Pavement Des, 21(1), pp.156~178 (2020)
- B. Guoliang, , Constru. and Building Mater, 240, pp.117978~ (2020)
- "IS 12269-1987, II reprint", Bureau of Indian Standard, ~ (1997)
- "IS 383-1970", Indian Standards Institution, ~ (1984)
- "IS 10262-2009", Indian Standards Institution, ~
- "IS 516-1959, XIII reprint", Bureau of Indian Standard, ~ (1989)
- "IS 5816-1970, III print", Indian Standard Institution, ~ (1985)
- M. Harihanandh, , Eco. Env. &Cons, 25(2), pp.740~744 (2019)
- M. Harihanandh, , Mater. Today Proceed, 45(2), pp.3132~3136 (2021)
- M. Harihanandh, , Inter. J. of Adv. Sci. and Tech, 29(7), pp.866~874 (2020)
- A. Mobili, , Hin. Adv. in Mater. Sci. and Eng, 2018, pp.1~11 (2018)
- S. Kabir, , Procedia Eng, 145, pp.1518~1525 (2016)
- S. Jain, , Inter. J. of Sustain. Eng, 12(5), pp.333~340 (2019)
- J. Liu, , Hin. Adv. in Civil Eng, 2018, pp.1~18 (2018)
- O. Gencel, , Const. and Build. Mater, 283, pp.122783~ (2021)
- V. Subathra Devi, , Procedia Eng, 97, pp.95~104 (2014)
- Seham S. Alterary, , J. of King Saud Uni. Sci, 33, pp.101536~ (2021)
