Abstract
In this study, the experimental investigation of model footing on crusher dust as an alternate granular soil with geotextile and geogrid as reinforcement is discussed. The experimental investigations were made separately with geotextile and geogrid with one to three layers in model tests at different relative densities. The bearing capacity was obtained from the load-settlement curve using the double-tangent method. The experimental results were validated through finite element analysis using commercial software Plaxis 3D. The friction between reinforcement and crusher dust is more than compared to that of natural sand, which may be due to surface roughness of crusher dust. The variations in bearing capacity of footing on geotextile and geogrid at different relative densities are compared in terms of bearing capacity factor Nγ. A parametric study was also presented in terms of variations of bearing capacity ratio of model and real-scale footing.
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Abtahi, S.A, Boushehrian, A.H. (2018), “Experimental behaviour of circular foundations on oil contaminated sand”, Sci Iran , 1–18. https://doi.org/10.24200/SCI.2018.20223
Adam, M. T., Collin, J. G. (1997), “Large model spread footing load tests on geosynthetic reinforced soil foundation”, J Geotech Eng, ASCE 123(1), 66–72. https://doi.org/10.1061/(ASCE)1090-0241(1997)123:1(66)
Akinmusuru JO, Akinbolade JA (1981) Stability of loaded footings on reinforced soil. J Geotech Eng, ASCE 107(6):819–827
ASTM (2016) D4253–16, “Standard test methods for maximum index density and unit weight of soils using a vibratory table”. ASTM International, West Conshohocken, PA
ASTM (2017a) D4595–17, “Standard test method for tensile properties of geotextiles by the wide-width strip method”. ASTM International, West Conshohocken, PA
ASTM (2017b) D5321 / D5321M-17, “Standard test method for determining the shear strength of soil-geosynthetic and geosynthetic-geosynthetic interfaces by direct shear”. ASTM International, West Conshohocken, PA
Bai X-H, Huang X-Z, Z W (2013) Bearing capacity of square footing supported by a geo belt-reinforced crushed stone cushion on soft soil. Geotext Geomembr 38:37–42. https://doi.org/10.1016/j.geotexmem.2013.04.004
Basudhar PK, Saha S, Deb K (2007) Circular footing resting on geotextile-reinforced sand bed. Geotext Geomembr 25(6):377–384. https://doi.org/10.1016/j.geotexmem.2006.09.003
Bera AK, Ghosh A, Ghosh A (2005) Regression model for bearing capacity of a square footing on reinforced pond ash. Geotext Geomembr 23(2):261–285. https://doi.org/10.1016/j.geotexmem.2004.09.002
Binquet J, Lee KL (1975) Bearing capacity tests on reinforced earth slabs. J Geotech Eng ASCE 101:1241–1255. https://doi.org/10.1016/j.geotexmem.2006.09.003
Boushehrian AH, Afzali A (2016) Experimental investigation of dynamic behaviour of shallow foundation resting on the reinforced sand with embedded pipes. Int J Geogr Geol 5(9):182–193. https://doi.org/10.18488/journal.10/2016.5.9/10.9.182.193
Boushehrian AH, Hataf N, Ghahramani A (2011) Modelling of the cyclic behavior of shallow foundations resting on geomesh and grid-anchor reinforced sand. Geotext Geomembr 29:242–248. https://doi.org/10.1016/j.geotexmem.2010.11.008
Boushehrian AH, Vafamand A, Kohan S (2017) Investigating the experimental behaviour of the reinforcement effect on the railway traverse under the dynamic load. Sci Iran 24(5):2253–2261. https://doi.org/10.24200/sci.2017.4149
Cerato AB, Lutenegger AJ (2006) Bearing capacity of square and circular footings on a finite layer of granular soil underlain by a rigid base. J Geotech Geoenviron Eng 132(11):1496–1501
Dash SK, Rajagopal K, Krishnaswamy NR (2001) Strip footing on geocell reinforced sand beds with additional planar reinforcement. Geotext Geomembr 19:529–538. https://doi.org/10.1016/S0266-1144(01)00022-X
Deb K, Konai S (2014) Bearing capacity of geotextile-reinforced sand with varying fine fraction. Geomechanics and Engineering 6(1):33–45. https://doi.org/10.12989/GAE.2014.6.1.033
Dembicki E, Jermolowicz P (1991) Soil-geotextile interaction. Geotext Geomembr 10(3):249–268. https://doi.org/10.1016/0266-1144(91)90058-5
Ghosh P, Kumar P (2009) Interference effect of two nearby strip footings on reinforced sand. Contemp Eng Sci 2(12):577–592
Farsakh MA, Chen Q, Sharma R (2013) An experimental evaluation of the behaviour of footings on the geosynthetic-reinforced sand. Soils Found 53(2):335–348. https://doi.org/10.1016/j.sandf.2013.01.001
Gulsah (2004), “Stabilization of expansive soils using aggregate waste, rock powder and lime”, a Master of Science thesis, submitted to the graduate school of natural and applied sciences of the Middle East technical university
Gupta, A.K., Sachan, A.K., Sahu, A.K., Kumar, S. (2002), “Stabilization of black cotton soil using crusher dust –a waste product of Bundelkhand region”, Proceedings of Indian Geotechnical Conference, Allahabad, 308–311
Hataf N, Sayadi M (2018) Experimental and numerical study on the bearing capacity of soils reinforced using geobags. J Build Eng 15:290–297. https://doi.org/10.1016/j.jobe.2017.11.015
Hataf N, Boushehrian AH, Ghahramani A (2010) Experimental and numerical behaviour of shallow foundations on sand reinforced with geogrid and grid anchor under cyclic loading. Trans A Civil Eng 17(1):1–10
Hegde A, Sitharam TG (2015) 3-Dimensional numerical modelling of geocell reinforced sand beds. Geotext Geomembr 43:171–181. https://doi.org/10.1016/j.geotexmem.2014.11.009
Hosseini, A., Boushehrian, A.H. (2018), “Laboratory and Numerical study of the behaviour of circular footing rested on sandy soils contaminated with oil under the cyclic loading”, Sci Iran, 1–43, DOI: https://doi.org/10.24200/sci.2018.5427.1267
Ibrahim (2014) Bearing capacity of circular footing resting on granular soil overlying soft clay. Hous Build Natl Res Centre 12:71–77. https://doi.org/10.1016/j.hbrcj.2014.07.004
Kumar A, Saran S (2003) Closely Spaced Footings on Geogrid-Reinforced Sand. J Geotech Geoenviron Eng 129(7):660–664
Kumar J, Bhoi M (2009) Interference of two closely spaced strip footings on sand using model tests on reinforced sand. J Geotech Geoenviron Eng, ASCE 135:595–604. https://doi.org/10.1061/(ASCE)1090-0241(2009)135:4(595)
Look B (2007) Handbook of Geotechnical Investigation and Design Tables. Taylor & Francis Group, London
Moroglu B, Uzuner BA, Sadoglu E (2005) Behaviour of the model surface strip footing on reinforced sand. Indian J Eng Mater Sci 12(5):419–426
Mosallanezhad M, Hataf N, Ghahramani A (2008) Experimental study of bearing capacity of granular soils reinforced with innovative grid-anchor system. Geotech Geol Eng 26(3):299–312. https://doi.org/10.1007/s10706-007-9166-z
Naganathan S, Razak HA, Hamid SNA (2012) Properties of controlled low-strength material made using industrial waste incineration bottom ash and quarry dust. Mater Des 33:56–63. https://doi.org/10.1016/j.matdes.2011.07.014
Soosan, T.G., Jose, B.T., Abraham, B.M. (2001), “Use of crusher dust in embankment and highway construction”, Proceedings of Indian Geo-Technical Conference, December, Indore, 274–277
Soosan TG, Sridharan A, Jose BT, Abraham BM (2005) Utilization of quarry dust to improve the geotechnical properties of soils in highway construction. Geotech Test J 28(4). https://doi.org/10.1520/GTJ11768
Srinivasan V, Ghosh P (2013) Experimental investigation on interaction problem of two nearby circular footings on the layered cohesionless soil. Geomechanics and Geoengineering 8(2):97–106. https://doi.org/10.1080/17486025.2012.695401
Sawwaf M (2009) Experimental and numerical study of eccentrically loaded strip footings resting on reinforced sand. J Geotech Geoenviron Eng 135(10):1509–1518
Sawwaf ME, Nazir A (2012) Behavior of eccentrically loaded small-scale ring footings resting on reinforced layered soil. J Geotech Geoenviron Eng 138(3):376–384
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Paikaray, B., Das, S.K. & Mohapatra, B.G. Bearing capacity of model footing on reinforced foundation with crusher dust. Arab J Geosci 14, 57 (2021). https://doi.org/10.1007/s12517-020-06441-0
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DOI: https://doi.org/10.1007/s12517-020-06441-0