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Sustainable soil stabilization using combination of geotextile, fly-ash and saw dust for pavement subgrade

Treść / Zawartość
Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
Purpose: This paper investigates the combined effect of fly ash, sawdust and geotextile in stabilizing the soil. Design/methodology/approach: A thorough geotechnical testing was carried out in order to study the potent characteristics of soil and soil mixes. The present investigation was set up in two stages. In the first stage, effects of fly ash (5, 10, 15 and 20%), sawdust (2.5, 5 and 7.5%) and layers of geotextile placed at different depths were studied separately to determine their effect on soil stabilization. In the second stage, fly ash, sawdust and geotextile were mixed with soil sample in order to obtain the optimum dosage which can be used for stabilization of soil i.e. their combined effect as stabilizer on soil stabilization. Findings: It was observed that by introducing fly ash, sawdust and geotextile to the soil, the CBR values increase and thickness of pavement layer decreases. It also decreases the amount of stress on subgrade leading to enhancement of pavement stability with cost effectiveness. Research limitations/implications: Economical use of industrial waste has been proposed in the present research which otherwise prove to be a malady to climatic change and human health. From the study, an optimum dosage of fly ash (2.5%) and saw dust (5%) and depth for geotextile (6 cm) has been proposed. Originality/value: The article explores the possibility of a ternary blend, i.e., geotextile, fly-ash and saw dust on effectively stabilizing pavement subgrade. Limited literature was available to address the issue of utilizing the industrial wastes that otherwise pose disposal issues.
Rocznik
Strony
17--28
Opis fizyczny
Bibliogr. 25 poz.
Twórcy
autor
  • School of Civil Engineering, Lovely Professional University, Phagwara, Punjab, 144411, India
autor
  • Department of Civil Engineering, Thapar Institute of Engineering and Technology, Punjab, 147004, India
autor
  • Department of Civil Engineering, Birla Institute of Technology and Sciences-Pilani, Rajasthan, 333031, India
autor
  • Department of Civil Engineering, Manipal University Jaipur, Rajasthan, 303007, India
Bibliografia
  • [1] A. Pandey, A. Rabbani, Soil stabilisation using cement, International Journal of Civil Engineering and Technology 8/6 (2017) 316-322.
  • [2] I. Jawad, M. Taha, Z. Majeed, T. Khan, Soil stabilization using lime: Advantages, disadvantages and proposing a potential alternative, Research Journal of Applied Sciences, Engineering and Technology 8/4 (2014) 510-520. DOI: http://dx.doi.org/10.19026/rjaset.8.1000
  • [3] S. Boobathiraja, P. Balamurugan, M. Dhansheer, A. Adhikari, Study on Strength of Peat Soil Stabilised with Cement and Other Pozzolanic Materials, International Journal of Civil Engineering Research 5/4 (2014) 431-438.
  • [4] J.S. Yadav, S. Hussain, S.K. Tiwari, A. Garg, Assessment of the Load-Deformation Behaviour of Rubber Fibre-Reinforced Cemented Clayey Soil, Transportation Infrastructure Geotechnology 6 (2019) 105-136. DOI: https://doi.org/10.1007/s40515-019- 00073-y
  • [5] J.S. Yadav, S.K. Tiwari, P. Shekhwat, Strength Behaviour of Clayey Soil Mixed with Pond Ash, Cement and Randomly Distributed Fibres, Trans-portation Infrastructure Geotechnology 5 (2018) 191- 209. DOI: https://doi.org/10.1007/s40515-018-0056-z
  • [6] B.D. Nath, K.A. Molla, G. Sarkar, Study on strength behavior of organic soil stabilized with fly ash, International Scholarly Research Notices 2017 (2017) 5786541. DOI: https://doi.org/10.1155/2017/5786541
  • [7] P.V Sivapullaiah, J.P. Prashanth, A. Sridharan, Effect of fly ash on the index properties of black cotton soil, Soils and Foundations 36/1 (1996) 97-103. DOI: https://doi.org/10.3208/sandf.36.97
  • [8] T.O. Erdem, T.B. Edil, C.H. Benson, A.H. Aydilek, Stabilization of Organic Soils with Fly Ash, Journal of Geotechnical and Geoenvironmental Engineering 137/9 (2011) 819-833. DOI: https://doi.org/10.1061/(ASCE)GT.1943- 5606.0000502
  • [9] S. Sun, B. Liu, T. Wang, Improvement of expansive soil properties using sawdust, The Journal of Solid Waste Technology and Management 44/1 (2018) 78- 85. DOI: https://doi.org/https://doi.org/10.5276/JSWTM.2018.78
  • [10] O. Jasim, D. Çetin, Effect of sawdust usage on the shear strength behavior of clayey silt soil, Sigma Journal Engineering and Natural Sciences 34/1 (2016) 31-41.
  • [11] R.K. Etim, C.C. Ikeagwuani, E.E. Ambrose, I.C. Attah, Influence of Sawdust Disposal on the Geotechnical Properties of Soil, Electronic Journal of Geotechnical Engineering 22 (2017) 4769-4780.
  • [12] R.H. Jadvani, K.S. Gandhi, Geosynthetics, a versatile solution to challenges in geotechnical engineering, International Journal of Research in Engineering and Technology 2/8 (2013) 194-201.
  • [13] K. Meshram, S.K. Mittal, P.K. Jain, P.K. Agarwal, Application of Coir Geotextile for Road Construction: Some Issues, Oriental International Journal of Innovative Engineering Research 1/1 (2013) 25-29.
  • [14] ASTM D4533/D4533M-15, Standard Test Method for Trapezoid Tearing Strength of Geotextiles, ASTM International, West Conshohocken, 2015. DOI: https://doi.org/10.1520/D4533_D4533M-15
  • [15] ASTM D4491/D4491M-17, Standard Test Methods for Water Permeability of Geotextiles by Permittivity, ASTM International, West Conshohocken, 2017. DOI: https://doi.org/10.1520/D4491_D4491M-17
  • [16] ASTM D4751-16, Standard Test Methods for Determining Apparent Opening Size of a Geotextile, ASTM International, West Conshohocken, 2016. DOI: https://doi.org/10.1520/D4751-16
  • [17] ASTM D4595-17, Standard Test Method for Tensile Properties of Geotextiles by the Wide-Width Strip Method, ASTM International, West Conshohocken, 2017. DOI: https://doi.org/10.1520/D4595-17
  • [18] A.K. Bera, S.N. Chandra, A. Ghosh, A. Ghosh, Unconfined compressive strength of fly ash reinforced with jute geotextiles, Geotextiles and Geomembranes 27/5 (2009) 391-398. DOI: https://doi.org/10.1016/j.geotexmem.2008.12.004
  • [19] BS1377: Part 2, Methods of test for soils for civil engineering purposes, British Standards Institute, London, 1990.
  • [20] ASTMD2166/D2166M, Standard test method for unconfined compressive strength of cohesive Soil, ASTM International, West Conshohocken, 2016. DOI: https://doi.org/10.1520/D2166_D2166M-16
  • [21] ASTMD1883-16, Standard test method for California Bearing Ratio (CBR) of laboratory-compacted Soils, ASTM International, West Conshohocken, 2016. DOI: https://doi.org/10.1520/D1883-16
  • [22] ASTMD1557-12e1, Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Modified Effort (56,000 ft-lbf/ft3 (2,700 kN-m/m3), ASTM International, West Conshohocken, 2012. DOI: https://doi.org/10.1520/D1557-12E01
  • [23] S.R. Kaniraj, V.G. Havanagi, Behavior of Cement- Stabilized Fiber-Reinforced Fly Ash-Soil Mixtures, Journal of Geotechnical and Geoenvironmental Engineering 127/7 (2001) 574-584. DOI: https://doi.org/10.1061/(ASCE)1090- 0241(2001)127:7(574)
  • [24] T.K. Rajak, S.K. Pal, CBR Values of Soil Mixed with Fly Ash and Lime, International Journal of Engineering Research and Technology 4/2 (2015) 763-768.
  • [25] P.V.V. Satyanarayana, S. Hemanth Kumar, P. Praveen, B.V. Suresh Kumar, A Study on Strength Characteristics of Expansive Soil-Flyash Mixes at Various Moulding Water Contents, International Journal of Recent Technology and Engineering 2/5 (2013) 145-149.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-c905902e-d4ba-49d0-95f8-dd1b90a711e0
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