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2024 | OriginalPaper | Chapter

Sustainable Usage of Calcium Carbide Residue for Soil Stabilization: A Review

Authors : Mahesh Endait, Tejashri Sambre

Published in: Best Practices in Geotechnical and Pavement Engineering

Publisher: Springer Nature Singapore

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Abstract

The chapter delves into the sustainable application of calcium carbide residue (CCR) as a soil stabilizer, a by-product of acetylene gas production traditionally considered waste. It discusses the chemical and physical properties of CCR and its potential to improve soil compaction, shear strength, and load-bearing capacity. The study evaluates the impact of various parameters such as CCR content, curing time, and environmental conditions on soil stabilization. It also highlights the economic and environmental advantages of using CCR, including reduced construction costs and minimized landfill waste. The chapter concludes by emphasizing the need for further research and the potential for CCR to be used in various applications, such as building materials, to promote sustainable development.

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Makusa GP (2012) Soil stabilization methods and materials in engineering practice. Journal 1:1–35

Endait M, Wagh S, Kolhe S (2019) Stabilization of black cotton soil using calcium carbide residue. In: Proceedings of the Indian geotechnical conference (IGC 2019)

Horpibulsuk S, Rachan R, Chinkulkijniwat A, Raksachon Y, Suddeepong A (2010) Analysis of strength development in cement-stabilized silty clay from microstructural considerations. Constr Build Mater 24(10):2011–2021. https://doi.org/10.1016/j.conbuildmat.2010.03.011CrossRef

Horpibulsuk S, Phetchuay C, Chinkulkijniwat A, Cholaphatsorn A (2013) Strength development in silty clay stabilized with calcium carbide residue and fly ash. Soils Found 53(4):477–486. https://doi.org/10.1016/j.sandf.2013.06.001CrossRef

Vichan S, Rachan R (2013) Chemical stabilization of soft Bangkok clay using the blend of calcium carbide residue and biomass ash. Soils Found 53(2):272–281. https://doi.org/10.1016/j.sandf.2013.02.007CrossRef

Liu Y et al (2019) Stabilization of expansive soil using cementing material from rice husk ash and calcium carbide residue. Constr Build Mater 221:1–11. https://doi.org/10.1016/j.conbuildmat.2019.05.157CrossRef

Horpibulsuk S, Phetchuay C, Chinkulkijniwat A (2012) Soil stabilization by calcium carbide residue and fly ash. J Mater Civ Eng 24(2):184–193. https://doi.org/10.1061/(ASCE)mt.1943-5533.0000370CrossRef

Chindaprasirt P, Kampala A, Jitsangiam P, Horpibulsuk S (2020) Performance and evaluation of calcium carbide residue stabilized lateritic soil for construction materials. Case Stud Constr Mater 13. https://doi.org/10.1016/j.cscm.2020.e00389

Phetchuay C, Horpibulsuk S, Arulrajah A, Suksiripattanapong C, Udomchai A (2016) Strength development in soft marine clay stabilized by fly ash and calcium carbide residue based geopolymer. Appl Clay Sci 127–128:134–142. https://doi.org/10.1016/j.clay.2016.04.005CrossRef

10.

Du YJ, Jiang NJ, Liu SY, Horpibulsuk S, Arulrajah A (2016) Field evaluation of soft highway subgrade soil stabilized with calcium carbide residue. Soils Found 56(2):301–314. https://doi.org/10.1016/j.sandf.2016.02.012CrossRef

11.

Joel M, Edeh JE (2013) Soil modification and stabilization potential of calcium carbide waste. In: Advanced materials research, pp 29–36. https://doi.org/10.4028/www.scientific.net/AMR.824.29

12.

Estabragh AR, Rafatjo H, Javadi AA (2014) Treatment of an expansive soil by mechanical and chemical techniques. Geosynth Int 21(3):233–243. https://doi.org/10.1680/gein.14.00011CrossRef

13.

Raot KSS (2000) Swell-shrink behaviour of expansive soils-geotechnical challenges

14.

Wang Q, Guo H, Yu T, Yuan P, Deng L, Zhang B (2022) Utilization of calcium carbide residue as solid alkali for preparing fly ash-based geopolymers: dependence of compressive strength and microstructure on calcium carbide residue, water content and curing temperature. Materials (Basel) 15(3). https://doi.org/10.3390/ma15030973

15.

Akinwumi II, Ajayi OO, Agarana MC, Ogbiye AS, Ojuri OO, David AO (2019) Investigation of calcium carbide residue as a stabilizer for tropical sand used as pavement material. In: WIT transactions on the built environment. WIT Press, pp 285–294. https://doi.org/10.2495/UT180261

16.

Cardoso FA, Fernandes HC, Pileggi RG, Cincotto MA, John VM (2009) Carbide lime and industrial hydrated lime characterization. Powder Technol 195(2):143–149. https://doi.org/10.1016/j.powtec.2009.05.017CrossRef

17.

Zhu X, Niu F, Ren L, Jiao C, Jiang H, Yao X (2022) Effect of calcium carbide residue on strength development along with mechanisms of cement-stabilized dredged sludge. Materials (Basel) 15(13). https://doi.org/10.3390/ma15134453

18.

Somna K, Jaturapitakkul C, Kajitvichyanukul P (2011) Microstructure of calcium carbide residue-ground fly ash paste. J Mater Civ Eng 23(3):298–304. https://doi.org/10.1061/(asce)mt.1943-5533.0000167CrossRef

19.

Vipulanandan C, Mohammed A (2016) XRD and TGA, swelling and compacted properties of polymer treated sulfate contaminated CL soil. J Test Eval 44(6):2270–2284. https://doi.org/10.1520/JTE20140280CrossRef

20.

Graduate ME, Horpibulsuk S, Raksachon Y (2009) Role of fly ash on strength and microstructure development in blended cement stabilized silty clay. Japanese Geotechnical Society

21.

Jaturapitakkul C, Roongreung B (2003) Cementing material from calcium carbide residue-rice husk ash. https://doi.org/10.1061/ASCE0899-1561200315:5470

22.

Latifi N, Vahedifard F, Ghazanfari E, Rashid ASA (2018) Sustainable usage of calcium carbide residue for stabilization of clays. J Mater Civ Eng 30(6). https://doi.org/10.1061/(asce)mt.1943-5533.0002313

23.

Lin B, Cerato AB, Andrew SM, Madden MEE (2013) Effect of fly ash on the behavior of expansive soils: microscopic analysis. Environ Eng Geosci 19(1):85–94. https://doi.org/10.2113/gseegeosci.19.1.85CrossRef

24.

Al-Mukhtar M, Khattab S, Alcover JF (2012) Microstructure and geotechnical properties of lime-treated expansive clayey soil. Eng Geol 139–140:17–27. https://doi.org/10.1016/j.enggeo.2012.04.004CrossRef

25.

Mosa AM, Taher AH, Al-Jaberi LA (2017) Improvement of poor subgrade soils using cement kiln dust. Case Stud Constr Mater 7:138–143. https://doi.org/10.1016/j.cscm.2017.06.005CrossRef

26.

Cheshomi A, Eshaghi A, Hassanpour J (2017) Effect of lime and fly ash on swelling percentage and Atterberg limits of sulfate-bearing clay. Appl Clay Sci 135:190–198. https://doi.org/10.1016/j.clay.2016.09.019CrossRef

27.

28.

Zhang LM, Xu Y, Tang WH (2008) Calibration of models for pile settlement analysis using 64 field load tests. Can Geotech J 45(1):59–73. https://doi.org/10.1139/T07-077CrossRef

29.

Mishra S, Sachdeva SN, Manocha R (2019) Subgrade soil stabilization using stone dust and coarse aggregate: a cost effective approach. Int J Geosynth Gr Eng 5(3). https://doi.org/10.1007/s40891-019-0171-0

30.

Ying Z, Cui YJ, Benahmed N, Duc M (2020) Changes in mineralogy and microstructure of a lime-treated silty soil during curing time. In: E3S web of conferences, EDP Sciences. https://doi.org/10.1051/e3sconf/202019503044

31.

He S, Yu X, Banerjee A, Puppala AJ (2018) Expansive soil treatment with liquid ionic soil stabilizer. Transp Res Rec 2672(52):185–194. https://doi.org/10.1177/0361198118792996CrossRef

32.

Juneja A, Shinde ST (2020) Undrained yielding of black cotton soil treated with calcium carbide residue. Indian Geotech J 50(3):319–329. https://doi.org/10.1007/s40098-019-00380-8CrossRef

Title: Sustainable Usage of Calcium Carbide Residue for Soil Stabilization: A Review
Authors: Mahesh Endait
Tejashri Sambre
Publisher: Springer Nature Singapore
Book: Best Practices in Geotechnical and Pavement Engineering
Print ISBN: 978-981-9985-04-3

Electronic ISBN: 978-981-9985-05-0

Copyright Year: 2024
DOI: https://doi.org/10.1007/978-981-99-8505-0_21

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