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2021 | OriginalPaper | Buchkapitel

Application of Steel Fiber in Soil Stabilization

verfasst von : Bharat Singh Chauhan, Bablu Kirar, Bhagyachand Prajapati

Erschienen in: Ground Improvement Techniques

Verlag: Springer Singapore

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Abstract

Soil stabilization is a well-known technique used for improving the soil properties, it helps in increasing the shear strength of the soil and controlling soil swell and shrink properties, thus reducing the soil settlement. The use of steel products in our life is increasing day by day hence the production of steel products is also increasing. The industries producing steel products produce a lot of waste material; this waste material is no longer usable because if waste material is to be reused then industries have to melt it, which is not cost-effective. This study proposes a partial solution to this problem by deploying steel fiber (waste) as a stabilizer for soil. This study focuses on obtaining the optimum length of steel fiber for obtaining the maximum strength of the soil. Literature review suggests that soil stabilization using steel fiber has not been explored to the fullest and needs more attention from the research community. The experimentation is undertaken for steel fibers having three different ratios of length to diameter (L/D). Locally available black cotton soil in the region was used for experimentation, the results obtained displayed variation in soil characteristics for different L/D ratios of steel fiber in the form of X–Y plots. The tests were undertaken in accordance with the Indian Standard Codes of Practice. It was found that the effect of steel fiber is significant on the shear strength of the soil. Thus the effect of steel fibers in the improvement of properties of black cotton soil is investigated and the feasibility of steel fibers for the ground is explored.

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Literatur
1.
Zurück zum Zitat Yesilbas G (2004) Stabilization of expansive soils using aggregate waste, rock powder and lime. MSc Thesis, the Graduate School of Natural and Applied Sciences of the Middle East Technical University Yesilbas G (2004) Stabilization of expansive soils using aggregate waste, rock powder and lime. MSc Thesis, the Graduate School of Natural and Applied Sciences of the Middle East Technical University
2.
Zurück zum Zitat Yuan X (2010) Silt subgrade modification and stabilization with ground granulated blast furnace slag and carbide lime in areas with a recurring high groundwater. International Conference on Mechanic Automation and Control Engineering, Wuhan, China Yuan X (2010) Silt subgrade modification and stabilization with ground granulated blast furnace slag and carbide lime in areas with a recurring high groundwater. International Conference on Mechanic Automation and Control Engineering, Wuhan, China
3.
Zurück zum Zitat Sina K, Bujang H (2011) Assessment of stabilization methods for soft soils by admixtures. International Conference on Science and Social Research. pp 118–121 Sina K, Bujang H (2011) Assessment of stabilization methods for soft soils by admixtures. International Conference on Science and Social Research. pp 118–121
4.
Zurück zum Zitat Vysakh P, Bindu J (2012) Stabilisation of lateritic soil using coconut shell, leaf and husk ash. International Conference on Green Technologies, Trivandrum, India Vysakh P, Bindu J (2012) Stabilisation of lateritic soil using coconut shell, leaf and husk ash. International Conference on Green Technologies, Trivandrum, India
5.
Zurück zum Zitat Kumar MM (2015) Stabilization of expansive soils using fly ash. M.Tech. thesis, Department of Civil Engineering National Institute of Technology, Rourkela, India Kumar MM (2015) Stabilization of expansive soils using fly ash. M.Tech. thesis, Department of Civil Engineering National Institute of Technology, Rourkela, India
6.
Zurück zum Zitat Joe MA, Rajesh AM (2015) Stabilization of soil using industrial waste and lime. Int J Sci Res Eng Technol 4(7) Joe MA, Rajesh AM (2015) Stabilization of soil using industrial waste and lime. Int J Sci Res Eng Technol 4(7)
8.
Zurück zum Zitat Hatmoko JT, Suryadharma H (2017) Shear behavior of calcium carbide residue-bagasse ash stabilized expansive soil” Procedia Eng 171:476–483 Hatmoko JT, Suryadharma H (2017) Shear behavior of calcium carbide residue-bagasse ash stabilized expansive soil” Procedia Eng 171:476–483
9.
Zurück zum Zitat Saikrishnamacharyulu I, Kumar CV, Rao KV, KumarI GH (2017) Experimental study on soil stabilization using waste fibre materials. Int J Technol Res Eng 4(10) Saikrishnamacharyulu I, Kumar CV, Rao KV, KumarI GH (2017) Experimental study on soil stabilization using waste fibre materials. Int J Technol Res Eng 4(10)
10.
Zurück zum Zitat Mirzababaei M, Arulrajah A, Horpibulsuk S, Soltani A, Navid K (2018) Stabilization of soft clay using short fiber and poly vinyl alcohol. Geotext Geomembr 46(5):646–655CrossRef Mirzababaei M, Arulrajah A, Horpibulsuk S, Soltani A, Navid K (2018) Stabilization of soft clay using short fiber and poly vinyl alcohol. Geotext Geomembr 46(5):646–655CrossRef
11.
Zurück zum Zitat Wei L, Chai SX, Zhang HY, Shi Q (2018) Mechanical properties of soil reinforced with both lime and four kind of fiber. Constr Build Mater 172:300–308CrossRef Wei L, Chai SX, Zhang HY, Shi Q (2018) Mechanical properties of soil reinforced with both lime and four kind of fiber. Constr Build Mater 172:300–308CrossRef
12.
Zurück zum Zitat Rahgozar MA, Saberian M, Li J (2018) Soil stabilization with non–conventional eco-friendly agricultural waste material: an experimental study. Transp Geotech 14:52–60CrossRef Rahgozar MA, Saberian M, Li J (2018) Soil stabilization with non–conventional eco-friendly agricultural waste material: an experimental study. Transp Geotech 14:52–60CrossRef
13.
Zurück zum Zitat Tran KQ, Satomi T, Takahashi H (2018) Improvement of mechanical behavior of cement soil reinforced with waste cornsilk fiber. Constr Build Mater 178:204–210CrossRef Tran KQ, Satomi T, Takahashi H (2018) Improvement of mechanical behavior of cement soil reinforced with waste cornsilk fiber. Constr Build Mater 178:204–210CrossRef
14.
Zurück zum Zitat IS: 2720-part-1 (1983) Preparation of dry sample for various tests. Bureau of Indian Standards, New Delhi, India IS: 2720-part-1 (1983) Preparation of dry sample for various tests. Bureau of Indian Standards, New Delhi, India
15.
Zurück zum Zitat IS: 2720-part-2 (1973) Determination of water content. Bureau of Indian Standards, New Delhi, India IS: 2720-part-2 (1973) Determination of water content. Bureau of Indian Standards, New Delhi, India
16.
Zurück zum Zitat IS: 2720-part-4 (1975) Grain size analysis. Bureau of Indian Standards, New Delhi, India IS: 2720-part-4 (1975) Grain size analysis. Bureau of Indian Standards, New Delhi, India
17.
Zurück zum Zitat IS: 2720-part-5 (1970) Determination of liquid and plastic limits. Bureau of Indian Standards, New Delhi, India IS: 2720-part-5 (1970) Determination of liquid and plastic limits. Bureau of Indian Standards, New Delhi, India
18.
Zurück zum Zitat IS: 2720-part-3 (1980) Determination of specific gravity. Bureau of Indian Standards, New Delhi, India IS: 2720-part-3 (1980) Determination of specific gravity. Bureau of Indian Standards, New Delhi, India
19.
Zurück zum Zitat IS: 2720-part-8 (1983) Determination of water content–dry density relation using heavy compaction. Bureau of Indian Standards, New Delhi, India IS: 2720-part-8 (1983) Determination of water content–dry density relation using heavy compaction. Bureau of Indian Standards, New Delhi, India
20.
Zurück zum Zitat IS: 2720-part-16 (1987) Determination of CBR value. Bureau of Indian Standards, New Delhi, India IS: 2720-part-16 (1987) Determination of CBR value. Bureau of Indian Standards, New Delhi, India
Metadaten
Titel
Application of Steel Fiber in Soil Stabilization
verfasst von
Bharat Singh Chauhan
Bablu Kirar
Bhagyachand Prajapati
Copyright-Jahr
2021
Verlag
Springer Singapore
DOI
https://doi.org/10.1007/978-981-15-9988-0_1