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Engineering characteristics of dune sand-fine marble waste mixtures

  • Qureshi, Mohsin U. (Faculty of Engineering, Sohar University) ;
  • Mahmood, Zafar (Department of Civil and Architectural Engineering, University of Buraimi) ;
  • Farooq, Qazi U. (Department of Civil Engineering, Islamic University of Madinah) ;
  • Qureshi, Qadir B.I.L. (College of Engineering and Architecture, University of Nizwa) ;
  • Al-Handasi, Hajar (Faculty of Engineering, Sohar University) ;
  • Chang, Ilhan (Department of Civil Systems Engineering, Ajou University)
  • Received : 2021.10.06
  • Accepted : 2022.01.24
  • Published : 2022.03.25

Abstract

Dune sands are poorly graded collapsible soils lacking fines. This experimental study explored the technical feasibility of sustainable invigoration of fine waste materials to improve the geotechnical properties of dune sand. The fine waste considered in this study is fine marble waste. The fine waste powder was mixed with dune sand at different contents (5, 10,15, 20, 25, 50%), where the gradation, void ratio, compaction, and shear strength characteristics were assessed for each fine marble waste -dune sand blend. The geotechnical properties of the dune sand-fine marble waste mix delineated in this study reveal the enhancement in compaction and gradation characteristics of dune sand. According to the results, the binary mixture of dune sand with 20% of fine marble waste gives the highest maximum dry density and results in shear strength improvement. In addition, a numerical study is conducted for the practical application of the binary mix in the field and tested for an isolated shallow foundation. The elemental analysis of the fine marble waste confirms that the material is non-contaminated and can be employed for engineering applications. Furthermore, the numerical study elucidated that the shallow surface replacement of the site with the dune sand mixed with 20% fine marble waste gives optimal performance in terms of stress generation and settlement behavior of an isolated footing. For a sustainable mechanical performance of the fine marble waste mixed sand, an optimum dose of 20% fine marble waste is recommended, and some correlations are proposed. Thus, for improving dune sand's geotechnical characteristics, the addition of fine marble waste to the dune sand is an environment-friendly solution.

Keywords

Acknowledgement

The research described in this paper was supported by the financial support provided by Sohar University, Oman. The authors are also indebted to their colleagues at the Sohar University for continuous support during the laboratory experimental programs.

References

  1. Al-Aghbari, M.Y., Mohamedzein, Y.E.A. and Taha, R. (2009), "Stabilisation of desert sands using cement and cement dust", Proceedings of the Institution of Civil Engineers - Ground Improvement, 162(3), 145-151. https://doi.org/10.1680/grim.2009.162.3.145
  2. Al-Kindi, N., Al-Moqbali, A., Qureshi, M., Al-Shidi, A. and Ala-Aldhen, I. (2016), "Mechanical characteristics of recycled concrete aggregates as backfill material", Int. J. Appl. Eng. Res., 11(2), 1342-1346.
  3. Al-Rawas, A.A., Mohamedzein, Y.E.A., Al-Shabibi, A.S., and Al-Katheiri, S. (2006), "Sand-attapulgite clay mixtures as a landfill liner", Geotech. Geol. Eng., 24(5), 1365-1383. https://doi.org/10.1007/s10706-005-2214-7.
  4. ASTM D2487-17e1. (2017), Standard Practice for Classification of Soils for Engineering Purposes (Unified Soil Classification System). ASTM International, West Conshohocken, PA. www.astm.org.
  5. ASTM D3080/D3080M-11. (2011), Standard Test Method for Direct Shear Test of Soils Under Consolidated Drained Conditions. ASTM International, West Conshohocken, PA. Www.Astm.Org. https://www.astm.org/Standards/D3080.
  6. ASTM D4318-17e1. (2017), Standard Test Methods for Liquid Limit, Plastic Limit, and Plasticity Index of Soils. ASTM International, West Conshohocken, PA. www.astm.org.
  7. ASTM D6913 / D6913M - 17. (2017), Standard Test Methods for Particle-Size Distribution (Gradation) of Soils Using Sieve Analysis. ASTM International, West Conshohocken, PA. Www.Astm.Org. https://www.astm.org/Standards/D6913.
  8. ASTM D698-12e2. (2012), Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Standard Effort (12 400 ft-lbf/ft3 (600 kN-m/m3)). ASTM International, West Conshohocken, PA. www.astm.org.
  9. Aziz, M., Sheikh, F.N., Qureshi, M.U., Rasool, A.M. and Irfan, M. (2021), "Experimental study on endurance performance of lime and cement-treated cohesive soil", KSCE J. Civil Eng., https://doi.org/10.1007/s12205-021-2154-7.
  10. Bilgin, N., Yeprem, H. A., Arslan, S., Bilgin, A., Gunay, E. and Maroglu, M. (2012), "Use of waste marble powder in brick industry", Constr. Build. Mater., 29, 449-457. https://doi.org/10.1016/j.conbuildmat.2011.10.011.
  11. CGS. (2006). Canadian Foundation Engineering Manual (4th Ed.). Canadian Geotechnical Society.
  12. Chang, I., Im, J. and Cho, G.C. (2016), "Introduction of microbial biopolymers in soil treatment for future environmentally-friendly and sustainable geotechnical engineering", In Sustainability (Switzerland), https://doi.org/10.3390/su8030251.
  13. Chang, I., Lee, M., Tran, A.T.P., Lee, S., Kwon, Y.M., Im, J. and Cho, G.C. (2020), "Review on biopolymer-based soil treatment (BPST) technology in geotechnical engineering practices", Transportation Geotechnics, https://doi.org/10.1016/j.trgeo.2020.100385.
  14. Choo, H., Lee, W. and Lee, C. (2017), "Compressibility and small strain stiffness of kaolin clay mixed with varying amounts of sand", KSCE J. Civil Eng., 21(6), 2152-2161. https://doi.org/10.1007/s12205-016-1787-4.
  15. COMSOL Inc. (2018), COMSOL Multiphysics Reference Manual (version 5.3a). Comsol.
  16. Consoli, N.C., Vendruscolo, M.A., Fonini, A. and Rosa, F.D. (2009), "Fiber reinforcement effects on sand considering a wide cementation range", Geotext. Geomembranes, 27(3), 196-203. https://doi.org/10.1016/j.geotexmem.2008.11.005.
  17. Cubrinovski, M. and Ishihara, K. (2002), "Maximum and minimum void ratio characteristics of sands", Soils Found., 42(6), 65-78. https://doi.org/10.3208/sandf.42.6_65.
  18. Deb, K., Sawant, V.A. and Kiran, A.S. (2010), "Effects of fines on compaction characteristics of poorly graded sands", Int. J. Geotech. Eng., 4(2), 299-304. https://doi.org/10.3328/IJGE.2010.04.02.299-304.
  19. Dietrich, R.V. and Skinner, B.J. (1979), "Rocks and rock minerals", John Wiley and Sons, New York, Wiley. https://doi.org/10.1002/gj.3350150110.
  20. Farooq, Q.U. and Naqash, M.T. (2021), "Performance of shallow building foundations under infrequent rainfall patterns at Al-Madinah, Saudi Arabia", The Open Civil Eng. J., 15(1), 91-103. https://doi.org/10.2174/1874149502115010091.
  21. Gueddouda, M.K., Lamara, M., Abou-bekr, N. and Taibi, S. (2010), "Hydraulic behaviour of dune sand-bentonite mixtures under confining stress", Geomech. Eng., 2(3). https://doi.org/10.12989/gae.2010.2.3.213.
  22. Harireche, O., Naqash, M.T. and Farooq, Q.U. (2021), "A full numerical model for the installation analysis of suction caissons in sand", Ocean Eng., 234, 109173. https://doi.org/10.1016/j.oceaneng.2021.109173.
  23. JGS 161. (2015), Test method for minimum and maximum densities of sands (JIS A1224). Japanese Geotechnical Society Standards: Laboratory Testing Standards of Geomaterial, 1.
  24. Kazmi, Z.A. (2020), "Improvement in shear strength characteristics of desert sand using shredded plastic waste", Geomech. Eng., 20(6), 497-503. https://doi.org/10.12989/gae.2020.20.6.497.
  25. Lade, P.V., Liggio, C.D. and Yamamuro, J.A. (1998), "Effects of non-plastic fines on minimum and maximum void ratios of sand", Geotech. Test. J., 21(4), 336-347. https://doi.org/10.1520/gtj11373j.
  26. Lopez-Querol, S., Arias-Trujillo, J., GM-Elipe, M., Matias-Sanchez, A. and Cantero, B. (2017), "Improvement of the bearing capacity of confined and unconfined cement-stabilized aeolian sand", Constr. Build. Mater., 153. https://doi.org/10.1016/j.conbuildmat.2017.07.124.
  27. Luodes, H., Kauppila, P.M., Luodes, N., Aatos, S., Kallioinen, J., Luukkanen, S. and Aalto, J. (2012), "Characteristics and the environmental acceptability of the natural stone quarrying waste rocks", Bull. Eng. Geol. Environ., 71(2), 257-261. https://doi.org/10.1007/s10064-011-0398-z.
  28. Mohamedzein, Y.E.A. and Al-Aghbari, M.Y. (2012), "The use of municipal solid waste incinerator ash to stabilize dune sands", Geotech. Geol. Eng., 30(6), 1335-1344. https://doi.org/10.1007/s10706-012-9548-8.
  29. O'Sadnick, D.L., Simpson, B.E. and Kasel, G.K. (1995), Evaluation and performance of a sand/bentonite liner. Geoenvironment 2000@ SCharacterization, Containment, Remediation, and Performance in Environmental Geotechnics, 688-701.
  30. Park, T.W., Kim, H.J., Tanvir, M.T., Lee, J.B. and Moon, S.G. (2018), "Influence of coarse particles on the physical properties and quick undrained shear strength of fine-grained soils", Geomech. Eng., 14(1), 99-105. https://doi.org/10.12989/gae.2018.14.1.099.
  31. Pease, P.P. and Tchakerian, V.P. (2002), "Composition and sources of sand in the Wahiba Sand Sea, Sultanate of Oman", Annals of the Association of American Geographers, 92(3), 416-434. https://doi.org/10.1111/1467-8306.00297.
  32. Qureshi, M.U., Bessaih, N., Al-Sadrani, K., Al-Falahi, S. and Al-Mandhari, A. (2014), Shear strength of Omani sand treated with biopolymer, (Eds., Bouazza, Abdulmalek, Yuen, Samuel T.S., Brown, Bruce), Proceedings of the 7th International Congress on Environmental Geotechnics : Iceg2014. [Barton, ACT]: Engineers Australia. https://search.informit.org/doi/abs/10.3316/informit.000991677892416.
  33. Qureshi, M.U., Al-Hilly, A., Al-Zeidi, O., Al-Barrami, A. and AlJabri, A. (2019), "Vane shear strength of bio-improved sand reinforced with natural fibre", Proceedings of the E3S Web of Conferences, 92. https://doi.org/10.1051/e3sconf/20199212004.
  34. Qureshi, Mohsin U., Al-Sawafi, B., Al-Washahi, M., Al-Saidi, M., and Al-Badi, S. (2018), The Sustainable Use of Fine Marble Waste Powder for the Stabilization of Desert Sand in Oman (pp. 303-313). Springer, Cham. https://doi.org/10.1007/978-3-319-61612-4_25.
  35. Qureshi, Mohsin U., Chang, I. and Al-Sadarani, K. (2017), "Strength and durability characteristics of biopolymer-treated desert sand", Geomech. Eng., 12(5), 785-801. https://doi.org/10.12989/gae.2017.12.5.785.
  36. Qureshi, Mohsin Usman, Al-Qayoudhi, S., Al-Kindi, S., Al-Hamdani, A. and Al-Sadrani, K. (2015), "The effects of slaking on the durability of bio- improved sand", Int. J. Sci. Eng. Res., 6(11). http://www.ijser.org.
  37. Qureshi, M.U., Alsaidi, M., Aziz, M., Chang, I., Rasool, A.M. and Kazmi, Z.A. (2021), "Use of reservoir sediments to improve engineering properties of dune sand in Oman", Appl. Sci., 2021(4), 1620. https://doi.org/10.3390/app11041620.
  38. Saberian, M., Moradi, M., Vali, R. and Li, J. (2018), "Stabilized marine and desert sands with deep mixing of cement and sodium bentonite", Geomech. Eng., 14(6), 553-562. https://doi.org/10.12989/gae.2018.14.6.553.
  39. Shillaber, C.M., Mitchell, J.K. andDove, J.E. (2016), "Energy and carbon assessment of ground improvement works. II: working model and example", J. Geotech. Geoenviron. Eng., 142(3), 04015084. https://doi.org/10.1061/(asce)gt.1943-5606.0001411.
  40. Sivrikaya, O., Kiyildi, K.R. and Karaca, Z. (2014), "Recycling waste from natural stone processing plants to stabilise clayey soil", Environ. Earth Sci., 71(10), 4397-4407. https://doi.org/10.1007/s12665-013-2833-x.
  41. Studds, P. and Miller, Z.M. (2010), "Sustainable material reuse solutions for dredged sediments", Int. J. Sustain. Eng., 3(1), 33-39. https://doi.org/10.1080/19397030903380960.