Geotechnical properties and microanalyses of marble dust-bentonite as an alternative geomaterial of sand-bentonite mixes

References

• Abichou, T., Benson, C.H., and Edil, T.B., 2002. Micro-Structure and hydraulic conductivity of simulated sand–bentonite mixtures. Clays and Clay Minerals, 50 (5), 537–545. doi:10.1346/000986002320679422
   Web of Science ®Google Scholar
• Afolayan, J.O., Nwaiwu, C.M.O., and Osinubi, K., 2005. Comparative reliability evaluation of lateritic soils as hydraulic barriers. Geotechnical and Geological Engineering, 23 (5), 561–581. doi:10.1007/s10706-004-1199-y,
   Google Scholar
• Agus, S.S. and Schanz, T., 2008. A method for predicting swelling pressure of compacted bentonites. Acta Geotechnica, 3 (2), 125–137. doi:10.1007/s11440-008-0057-0
   Web of Science ®Google Scholar
• Al-Mukhtar, M., Abdelmadjid, L., and Alcover, J.-F., 2010. Behaviour and mineralogy changes in lime-treated expansive soil at 20°C. Applied Clay Science, 50 (2), 191–198. ISSN 0169-1317. doi:10.1016/j.clay.2010.07.023.
   Web of Science ®Google Scholar
• Alther, G.R., 1987. The qualifications of bentonite as a soil sealant. Engineering Geology, 23 (3–4), 177–191. ISSN 0013-7952. doi:10.1016/0013-7952(87)90089-5.
   Web of Science ®Google Scholar
• Anbalagan, G., Prabakaran, A., and Gunasekaran, S., 2010. Spectroscopic characterization of Indian standard sand. Journal of Applied Spectroscopy, 77 (1), 86–94. doi:10.1007/s10812-010-9297-5;
   Web of Science ®Google Scholar
• Aochi, H., et al., 2014. Self-Induced seismicity due to fluid circulation along faults. Geophysical Journal International, 196 (3), 1544–1563. doi:10.1093/gji/ggt356
   Web of Science ®Google Scholar
• Arora, R.P., et al., 2016. Economical study on safety of earthen embankments by use of marble slurry. European Journal of Advances in Engineering and Technology, 3 (3), 49–54.
   Google Scholar
• Asad, A., et al., 2013. Suitability of bentonite clay: an analytical approach. International Journal of Earth Science, 2 (3), 88–95.
   Google Scholar
• Benson, C.H., 1995. Hydraulic conductivity of thirteen compacted clays. Clays and Clay Minerals, 43 (6), 669–681. doi:10.1346/CCMN.1995.0430603
   Web of Science ®Google Scholar
• Bilgin, N.E., et al., 2012. Use of waste marble powder in brick industry. Construction and Building Material, 29, 449–457. doi:10.1016/j.conbuildmat.2011.10.011
   Web of Science ®Google Scholar
• Bureau of Indian Standards (First Revision) IS 2720 (Part 6), 1972. Methods of test for soils: determination of shrinkage factors. New Delhi, India.
   Google Scholar
• Bureau of Indian standards (first revision) IS: 2720 (Part 10):, 1973. Methods of test for soils: determination of unconfined compressive strength. New Delhi, India.
   Google Scholar
• Bureau of Indian Standards (second revision) IS 2720 (Part 3/Set 1), 1980. Methods of test for soils: determination of specific gravity. New Delhi, India.
   Google Scholar
• Bureau of Indian Standards (second revision) IS 2720 (Part 5), 1985. Methods of test for soils: determination of liquid limit and plastic limit. New Delhi, India.
   Google Scholar
• Bureau of Indian Standards IS 2720 (Part 13), 1986. Reaffirmed in 2016, Methods of test for soils: determination of shear strength. New Delhi India.
   Google Scholar
• Bureau of Indian Standards IS 2720 (Part 16), 1979. Methods of test for soils: laboratory determination of CBR. New Delhi, India.
   Google Scholar
• Bureau of Indian Standards IS 2720 (Part 26), 1987. Methods of test for soils: determination of pH of soil. New Delhi India.
   Google Scholar
• Bureau of Indian standards IS 2720 (Part 4), 1985. Methods of test for soils: grain size analysis. New Delhi, India.
   Google Scholar
• Bureau of Indian Standards IS 2720 (Part 40), 1977. Methods of test for soils: determination of free swell index of soil. New Delhi, India.
   Google Scholar
• Chalermyanont, T. and Arrykul, S., 2005. Compacted sand-bentonite mixtures for hydraulic containment liners. Songklanakarin Journal of Science and Technology, 27 (2), 313–323.
   Google Scholar
• Chaney, P.V. and Demars, S., 1999. Index properties of illite-bentonite mixtures in electrolyte solutions. Geotechnical Testing Journal, 22 (3), 257–265. doi:10.1520/GTJ11116J
   Web of Science ®Google Scholar
• Chapuis, R.P., 1992. Similarity of internal stability criteria for granular soils. Canadian Geotechnical Journal, 29 (4), 711–713. doi:10.1139/t92-078
   Web of Science ®Google Scholar
• Cowland, J.W. and Leung, B.N., 1991. A field trial of a bentonite landfill liner. Waste Management & Research: The Journal for a Sustainable Circular Economy, 9 (1), 277–291. doi:10.1177/0734242X9100900139
   Google Scholar
• Daniel, D.E. and Benson, C.H., 1990. Water content-density criteria for compacted soil liners. Journal of Geotechnical Engineering, 116 (12), 1811–1830. doi:10.1061/(ASCE)0733-9410(1990)116:12(1811)
   Google Scholar
• Daud, K., 2018. Soil improvement using waste tire chips. International Journal of Civil Engineering and Technology, 9, 1338–1345.
   Google Scholar
• Diouri, K., et al., 2014. Kinetics of yellow dye adsorption onto marble powder sorbents. Journal of Materials and Environmental Science, 6 (1), 79–92.
   Google Scholar
• Gleason, M.H., Daniel, D.E., and Eykholt, G.R., 1997. Calcium and sodium bentonite for hydraulic containment applications. Journal of Geotechnical and Geoenvironmental Engineering, 123 (5), 438–445. doi:10.1061/(ASCE)1090-0241(1997)123:5(438)
   Web of Science ®Google Scholar
• Graham, J., et al., 1989. Strength and volume change behaviour of a sand–bentonite mixture. Canadian Geotechnical Journal, 26 (2), 292–305. doi:10.1139/t89-038
   Web of Science ®Google Scholar
• Grim, R.E., 1953. Clay mineralogy. LWW, 76 (4), 317. https://journals.lww.com/soilsci/Citation/1953/10000/Clay_Mineralogy.9.aspx
   Google Scholar
• Gueddouda, M.K., et al., 2010. Hydraulic behaviour of dune sand-bentonite mixtures under confining stress. Geomechanics and Engineering, 2 (3), 213–227. doi:10.12989/gae.2010.2.3.213
   Web of Science ®Google Scholar
• Hai-Jun, L.U., et al., 2008. Study on the adsorption of Cr(VI) onto landfill liners containing granular activated carbon or bentonite activated by acid. Journal of China University of Mining and Technology, 18 (1), 125–129. doi:10.1016/S1006-1266(08)60027-9
   Google Scholar
• Haug, M.D. and Wong, L.C., 1992. Impact of molding water content on hydraulic conductivity of compacted soil-bentonite. Canadian Geotechnical Journal, 29 (2), 253–262. doi:10.1139/t92-029
   Web of Science ®Google Scholar
• Hoeks, J., et al., 1987. Bentonite liners for isolation of waste disposal sites. Waste Management & Research : The Journal of the International Solid Wastes and Public Cleansing Association, ISWA, 5 (1), 93–105. doi:10.1177/0734242X8700500113
   Google Scholar
• Holtz, W.G. and Gibbs, H.J., 1956. Engineering properties of expansive clays. Transactions of the American Society of Civil Engineers, 121 (1), 641–663. doi:10.1061/TACEAT.0007325
   Google Scholar
• Jain, A.K. and Jha, A.K., 2020. Improvement in subgrade soils with marble dust for highway construction: a comparative study. Indian Geotechnical Journal, 50 (2), 307–317. doi:10.1007/s40098-020-00423-5
   Web of Science ®Google Scholar
• Janik, L., et al., 2007. Rapid prediction of soil water retention using mid infrared spectroscopy. Soil Science Society of America Journal, 71 (2), 507–514. doi:10.2136/sssaj2005.0391;
   Web of Science ®Google Scholar
• Jha, A.K. and Jain, A.K., 2019. Potential of marble dust to improve the physical behavior of soil. Geotechnics for Transportation Infrastructure, 28, 189–201. https://link.springer.com/chapter/10.1007/978-981-13-6701-4_12
   Google Scholar
• Ji, J., et al., 2009. Rapid identification of dolomite using a fourier transform infrared spectrophotometer (FTIR): a fast method for identifying Heinrich events in IODP site U1308. Marine Geology, 258 (1–4), 60–68. doi:10.1016/j.margeo.2008.11.007
   Web of Science ®Google Scholar
• Kalkan, E., 2006. Utilization of red mud as a stabilization material for the preparation of clay liners. Engineering Geology, 87 (3–4), 220–229. doi:10.1016/j.enggeo.2006.07.002,
   Web of Science ®Google Scholar
• Kaufhold, S., et al., 2008. The pH of aqueous bentonite suspensions. Clays and Clay Minerals, 56, 338–343. doi:10.1346/CCMN.2008.0560304,
   Web of Science ®Google Scholar
• Kenney, T.C., et al., 1992. Hydraulic conductivity of compacted bentonite–sand mixtures. Canadian Geotechnical Journal, 29 (3), 364–374. doi:10.1139/t92-042
   Web of Science ®Google Scholar
• Komine, H., 1992. Simplified evaluation for swelling characteristics of bentonites. Engineering Geology, 71, 265–279. doi:10.1016/S0013-7952(03)00140-6;
   Google Scholar
• Kraus, J.F., et al., 1997. Freeze-thaw cycling and hydraulic conductivity of bentonitic barriers. Journal of Geotechnical and Geoenvironmental Engineering, 123 (3), 229–238. doi:10.1061/(ASCE)1090-0241(1997)123:3(229)
   Web of Science ®Google Scholar
• Kumar, A., Walia, B.S., and Bajaj, A., 2007. Influence of fly ash, lime, and polyester fibers on compaction and strength properties of expansive soil. Journal of Materials in Civil Engineering, 19 (3), 242–248. doi:10.1061/(ASCE)0899-1561(2007)19:3(242)
   Web of Science ®Google Scholar
• Kumararaja, P., et al., 2017. Remediation of metal contaminated soil by aluminium pillared bentonite: synthesis, characterisation, equilibrium study and plant growth experiment. Applied Clay Science, 137, 115–122. doi:10.1016/j.clay.2016.12.017
   Web of Science ®Google Scholar
• Marx, E.S., Hart, J., and Stevens, R.G., 1999. Soil test interpretation guide. Oregon State University Journal of Soil Science, 120, 1120–1322.
   Google Scholar
• Meftah, N. and Mahboub, M.S., 2020. Spectroscopic characterizations of sand dunes minerals of El-Oued (Northeast Algerian Sahara) by FTIR, XRF and XRD analyses. Silicon, 12 (1), 147–153. doi:10.1007/s12633-019-00109-5
   Web of Science ®Google Scholar
• Mishra, A., Masami, O., and Loretta, L., 2006. Higashi Takahiro: effect of salt concentrations on the hydraulic conductivity of the mixtures of basalt soil and various bentonites. Journal of the Faculty of Agriculture, Kyushu University, 51 (1), 37–43. doi:10.5109/4707;
   Web of Science ®Google Scholar
• Mitchell, J.K., 1993. Fundamentals of soil behaviour. New York: Wiley.
   Google Scholar
• Mohamedzein, Y., et al.; 2005. Assessment of crushed shales for use as compacted landfill liners. Engineering Geology, 80 (3–4), 271–281. doi:10.1016/j.enggeo.2005.06.001.
   Web of Science ®Google Scholar
• Mollins, L.H., Stewart, D.I., and Cousens, T.W., 1996. Predicting the properties of bentonite–sand mixtures. Clay Minerals, 31 (2), 243–252. doi:10.1180/claymin.1996.031.2.10
   Web of Science ®Google Scholar
• Muttashar, H., et al., 2017. Self-Compacting geopolymer concrete with spend garnet as sand replacement. Journal of Building Engineering, 15. doi:10.1016/j.jobe.2017.10.007;
   Web of Science ®Google Scholar
• Nagaraj, H.B., 2016. Influence of gradation and proportion of sand on stress–strain behavior of clay–sand mixtures. International Journal of Geo-Engineering, 7 (1). doi:10.1186/s40703-016-0033-8
   Google Scholar
• Ojuri, O.O., Adavi, A.A., and Oluwatuyi, O.E., 2017. Geotechnical and environmental evaluation of lime–cement stabilized soil–mine tailing mixtures for highway construction. Transportation Geotechnics, 10, 1–3912. doi:10.1016/j.trgeo.2016.10.001
   Web of Science ®Google Scholar
• Okagbue, C.O. and Onyeobi, T., 1999. Potential of marble dust to stabilize red tropical soils for road construction. Engineering Geology, 53 (3), 371–380. doi:10.1016/S0013-7952(99)00036-8
   Web of Science ®Google Scholar
• Pappu, A., Saxena, M., and Asolekar, S.R., 2006. Solid wastes generation in India and their recycling potential in building materials. Building and Environment, 42 (6), 2311–2320. doi:10.1016/j.buildenv.2006.04.015
   Web of Science ®Google Scholar
• Prasad, J. and Purohit, D.G.M., 2017. The permeability influence of dune sand mixed with bentonite. International Research Journal of Engineering and Technology, 04 (10), 1585–1591.
   Google Scholar
• Pusch, R. and Güven, N., 1990. Electron microscopic examination of hydrothermally treated bentonite clay. Engineering Geology, 28(3–4), 303–314, ISSN 0013-7952. 10.1016/0013-7952(90)90015-S.
   Web of Science ®Google Scholar
• Rao, R.K. and Rao, R.R., 2004. Amélioration des sols en place. In: D. Magnanet Mestat, ed. Study of the effect of curing on the physico-chemical behavior of lime stabilized bentonite. Paris: Presses de l’ENPC/LCPC, 464–468.
   Google Scholar
• Regadío, M., et al., 2020. High igh Attenuation Recycled Materials as landfill liners(the HARM project) –a new concept for improved landfill liner design. doi:10.31223/osf.io/b49hd,
   Google Scholar
• Rout, S. and Singh, S.P., 2020. Characterization of pond ash-bentonite mixes as landfill liner material. Waste Management & Research: The Journal for a Sustainable Circular Economy, 38 (12), 1420–1428. doi:10.1177/0734242X20918013
   Google Scholar
• Sabat, A.K., Behera, S.N., Dash, S.K., 2005. Effect of fly ash marble powder on the engineering properties of an expansive soil. In: Proceeding of Indian Geotechnical Conference. Ahmedabad, India, 269–272.
   Google Scholar
• Shankar, U., Muthukumar, M., 2017. Comprehensive review of geosynthetic clay liner and compacted clay liner. IOP Conference Series: Materials Science and Engineering, 263, 032026. doi:10.1088/1757-899X/263/3/032026;.
   Google Scholar
• Sharma, A. and Ramkrishnan, R., 2016. Study on effect of microbial induced calcite precipitates on strength of fine grained soils. Perspectives in Science, 8, 198–0209. doi:10.1016/j.pisc.2016.03.017
   Google Scholar
• Sharma, H.D. and Reddy, K.R., 2004. Geoenvironmental engineering: site remediation, waste containment, and emerging waste management technologies. Hoboken, New Jersey: John Wiley & Sons, Inc.
   Google Scholar
• Singh, J., et al., 2016. Synthesis and local electronic structure of calcite nanoparticles. Journal of Nanoscience and Nanotechnology, 16 (11), 11429–11433. doi:10.1166/jnn.2016.13523;
   Web of Science ®Google Scholar
• Sivapullaiah, P.V., Sridharan, A., and Bhaskar Raju, K.V., 2000. Role of amount and type of clay in the lime stabilization of soils. Proceedings of the Institution of Civil Engineers - Ground Improvement, 4 (1), 37–45. doi:10.1680/grim.2000.4.1.37
   Google Scholar
• Drnevich, P.V. and Sivapullaiah, A., Sridharan, A., 1985. Liquid limit of soil mixtures. Geotechnical Testing Journal, 8 (3), 111–116. doi:10.1520/GTJ10521J
   Google Scholar
• Soosan, T.G., Jose, B.T., Abraham, B.M., 2001a. Use of quarry dust in embankment and highway construction. In: Proceedings of Indian Geotechnical Conference December Indore, 274–277.
   Google Scholar
• Sridharan, A., Rao, S.M., and Murthy, N.S., 1985. Free swell index of soils: a need for redefinition. Indian Geotechnical Journal, 15 (2), 94–99G.
   Google Scholar
• Sridharan, A. and Sivapullaiah, P., 2005. Mini compaction test apparatus for fine grained soils. Geotechnical Testing Journal, 28 (3), 240–246. doi:10.1520/GTJ12542;
   Web of Science ®Google Scholar
• Srikanth, V. and Mishra, A.K., 2016. A laboratory study on the geotechnical characteristics of sand–bentonite mixtures and the role of particle size of sand. International Journal of Geosynthetics and Ground Engineering, 2 (1). doi:10.1007/s40891-015-0043-1
   Google Scholar
• Terzu, R., et al., 2017. An analytical study of marble consolidation by oxalate precipitation using density, FTIR and powder-XRD measurements. Journal of Engineering & Processing Management, 8 (1), 21–26. doi:10.7251/jepmen1608021t;
   Google Scholar
• Thakur, Y. and Yadav, R.K., 2018. Effect of bentonite clay on compaction, CBR and shear behavior of Narmada sand. International Research Journal of Engineering and Technology (IRJET), 5 (3), 2087–2090.
   Google Scholar
• Tinti, A., et al., 2015. Recent applications of vibrational mid-Infrared (IR) spectroscopy for studying soil components: a review. Journal of Central European Agriculture, 16 (1), 1–22. doi:10.5513/JCEA01/16.1.1535;
   Google Scholar
• Unal, O., Uygunoglu, T., and Yildiz, A., 2003. Investigation of properties of low strength light weight concrete for thermal insulation. Building and Environment, 42 (2), 584–590. doi:10.1016/j.buildenv.2005.09.024
   Google Scholar
• Vallejo, L.E. and Mawby, R., 2000. Porosity influence on the shear strength of granular material–clay mixtures. Engineering Geology, 58 (2), 125–136. ISSN 0013-7952. doi:10.1016/S0013-7952(00)00051-X.
   Web of Science ®Google Scholar
• Van der Marel, H.W. and Beutelspacher, H., 1976. Atlas of infrared spectroscopy of clay minerals and their admixtures. Elsevier Publishing Company. https://library.wur.nl/WebQuery/wurpubs/487622
   Google Scholar
• Varlikli, C., et al., 2009. Adsorption of dyes on Sahara Desert sand. Journal of Hazardous Materials, 170 (1), 27–34. doi:10.1016/j.jhazmat.2009.05.030
   PubMed Web of Science ®Google Scholar
• Yong, R.N., Elmonayeri, S., and Chong, T.S., 1985. T.S.: the effect of leaching on the integrity of a natural clay. Engineering Geology, 21 (3–4), 279–299. ISSN 0013-7952. doi:10.1016/0013-7952(85)90019-5.
   Web of Science ®Google Scholar