Impact of water and solution of glycerol on the treatment of sediment by cement

References

• Al-Sanad, H., Eid, W.K., and Ismael, N.F., 1995. Geotechnical properties of oil-contaminated Kuwaiti sand. Journal of Geotechnical Engineering ASCE, 121, 407–412. doi: 10.1061/(ASCE)0733-9410(1995)121:5(407)
   Google Scholar
• Anandarajah, A., and Zho, D., 1996. Stress-strain behavior of contaminated kaolinite. In: Proceeding of the 3rd international symposium on environmental geotechnology San Diego, CA: Technomic180–188.
   Google Scholar
• Bahar, R., Benazzoug, M., and Kenai, S., 2004. Performance of compacted cement stabilized soil. Cement and Concrete Composition, 26 (7), 811–820. doi: 10.1016/j.cemconcomp.2004.01.003
   Web of Science ®Google Scholar
• Bowder, I.J. and Daniel, D.E., 1986. Hydraulic conductivity of compacted clay to dilute organic chemicals. Journal of Geotechnical Engineering, 113 (12), 1432–1448. doi: 10.1061/(ASCE)0733-9410(1987)113:12(1432)
   Google Scholar
• Çabalar, A.F. and Clayton, C. R. I., 2010. Some observations of the effects of pore fluids on triaxial behaviour of a sand. Granular Matter, 12, 87–95. doi: 10.1007/s10035-009-0164-0
   Web of Science ®Google Scholar
• Cabalar, A.F. and Clayton, C.R, 2016. Effect of temperature on triaxial behavior of sand with disaccharide. Periodica Polytechnica Civil Engineering, 60 (4), 603–609. doi: 10.3311/PPci.8631
   Web of Science ®Google Scholar
• Chen, J., and Anandarajah, A., 1998. Influence of pore fluid composition on volume of sediments in kaolinite suspensions. Clays and Clay Minerals, 46, 145–152. doi: 10.1346/CCMN.1998.0460204
   Web of Science ®Google Scholar
• Choquette, M., Bérubé, M.A., and Locat, J., 1987. Mineralogical and microtextural changes associated with lime stabilization of marine clays from Eastern Canada. Applied Clay Science, 2, 215–232. doi: 10.1016/0169-1317(87)90032-9
   Google Scholar
• Ciancio, D., Jaquin, P., and Walker, P., 2013. Advances on the assessment of soil suitability for rammed earth. Construction and Building materials, 42, 40–47. doi: 10.1016/j.conbuildmat.2012.12.049
   Web of Science ®Google Scholar
• Du, Y.-J., et al., 2013. Engineering Oroperties and microstructural characteristics of cement-stabilizec zinc-contaminated kaolin. Canadian Geotechnical Journal, 52, 289–302.
   Google Scholar
• Estabragh, A.R., et al., 2018. Mechanical and leaching behavior of a stabilized and solidified anthracene-contaminated soil. Journal of Environmental Engineering, ASCE, 144 (2), 04017098-1–04017098-10. doi: 10.1061/(ASCE)EE.1943-7870.0001311
   Web of Science ®Google Scholar
• Estabragh, A.R., Khatibi, M., and Javadi, A.A., 2016. Effect of cement on treatment of a clay soil contaminated with glycerol. Journal of Material in Civil Engineering ASCE, 28 (4), 4015157. doi: 10.1061/(ASCE)MT.1943-5533.0001443
   Web of Science ®Google Scholar
• Estabragh, A.R., Namdar, P., and Javadi, A.A., 2012. Behavior of cement-stabilized clay reinforced with nylon fiber. Geosynthetic International, 19 (1), 85–92. doi: 10.1680/gein.2012.19.1.85
   Web of Science ®Google Scholar
• Estabragh, A.R., Ranjbari, S, and Javadi, A.A., 2017. Properties of a clay soil and soil cement reinforced with polypropylene fibers. ACI, Material Journal, 114 (2), 195–205. doi: 10.14359/51689469
   Web of Science ®Google Scholar
• Hassan, H.F., et al., 2005. Potential uses of petroleum-contaminated soil in highway construction. Construction and Building Materials, 19, 646–652. doi: 10.1016/j.conbuildmat.2005.01.001
   Web of Science ®Google Scholar
• Imai, G., 1980. Settling behavior of clay suspension. Soils and Foundations, 20, 61–77. doi: 10.3208/sandf1972.20.2_61
   Google Scholar
• Kaya, A. and Fang, H.-Y., 2000. The effects of organic fluida on physico chemical parameter of fine-grained soils. Canadian Geotechnical Journal, 37, 943–950. doi: 10.1139/t00-023
   Web of Science ®Google Scholar
• Kaya, A., Ören, A.H., and Yükselen, Y., 2006. Settling of kaolinite in different aqueous environment. Marine Georesources Geotechnology, 24, 203–218. doi: 10.1080/10641190600788429
   Web of Science ®Google Scholar
• Khattak, M.J. and Alrashidi, M., 2006. Durability and mechanistic characteristics of fiber reinforced soil-cement mixtures. International Journal of Pavement Engineering, 7, 53–62. doi: 10.1080/10298430500489207
   Google Scholar
• Khosravi, E., et al., 2013. Geotechnical properties of gas oil-contaminated kaolinite. Engineering Geology, 166, 11–16. doi: 10.1016/j.enggeo.2013.08.004
   Web of Science ®Google Scholar
• Kogbara, R. B., et al., 2013. Cement-fly ash stabilization/solidification of contaminated soil: performance properties and initiation of operating envelops. Applied Geochemistry, 33, 64–75. doi: 10.1016/j.apgeochem.2013.02.001
   Web of Science ®Google Scholar
• Mateos, M., 1964. Soil lime research at Iowa state university. Journal of Soil Mechanics and Foundation, ASCE, 90, 127–153.
   Google Scholar
• Meegoda, J.N., et al., 1998. Compaction characteristics of contaminated soils-reuse as a road base material. In: Proceeding of the geocongress: geotechnical special publication no. 79: recycled materials in geotechnical applications. Boston, MA, 195–209.
   Google Scholar
• Meegoda, J.N. and Muller, R.T., 1993. Petroleum contaminate soils in highway construction. In: Proceeding of the recovery and effective reuse of discarded and by-products for construction of highway facilities, Denver, CO, 4-83–4-95.
   Google Scholar
• Melton, I.E. and Rand, B., 1977. Particle interaction in aqueous kaolinite suspensions-sedimentation volume. Journal of colloidal Interface Science, 60, 331–336. doi: 10.1016/0021-9797(77)90292-2
   Web of Science ®Google Scholar
• Mesri, G. and Olson, R.E., 1971. Mechanism controlling the permeability of clays. Clays and Clay Minerals, 19, 151–158. doi: 10.1346/CCMN.1971.0190303
   Web of Science ®Google Scholar
• Miller, G. and Azad, S., 2000. Influence of soil type on stabilization with cement kiln duct. Construction and Building Materials, 14 (2), 89–97. doi: 10.1016/S0950-0618(00)00007-6
   Web of Science ®Google Scholar
• Mindess, S. and Young, F.J., 1981. Concrete. Englewood Cliff, NJ: Prentice-Hall.
   Google Scholar
• Mitchell, J.K. and Soga, K., 2005. Fundamentals of soil behaviour. 3rd ed. New York: John Wiley & Sons.
   Google Scholar
• Modmoltin, C., and Vootripruex, P., 2009. Influence of salts on strength of cemented clays. Proceeding of the Institute of Civil Enginnering, Ground Improvement, GI, 15–26. doi: 10.1680/grim.2009.162.1.15
   Google Scholar
• Moh, Z.C., 1962. Soil stabilization with cement and sodium additives. Journal of Soil Mechanics and Foundation ASCE, 88, 81–105.
   Google Scholar
• Moore, C.A. and Mitchell, J.K., 1974. Elctromagnetic forces and soil strength. Geotechnique, 24 (4), 627–640. doi: 10.1680/geot.1974.24.4.627
   Web of Science ®Google Scholar
• Nasser, M.S. and James, A.E., 2006. Settling and sediment bed behaviour of kaolinite in aqueous media. Separation and Purified Technology, 51, 10–17. doi: 10.1016/j.seppur.2005.12.017
   Web of Science ®Google Scholar
• Ohtsubo, M. and Ibaraki, M., 1991. Particle-size characterization of flocs and sedimentation volume in electrolyte clay suspensions. Applied Clay Science, 6, 181–194. doi: 10.1016/0169-1317(91)90024-4
   Google Scholar
• Olgun, M. and Yildiz, M., 2010. Effect of organic fluids on the geotechnical behaviour of a highly plastic clayey soil. Applied Clay Science, 48, 615–621. doi: 10.1016/j.clay.2010.03.015
   Web of Science ®Google Scholar
• Palomino, A.M., and Santamarina, J.C., 2005. Fabric map for kaolinite: Effects of pH and ionic concentration on behavior. Clays and Clay Minerals, 53 (3), 209–222. doi: 10.1346/CCMN.2005.0530302
   Web of Science ®Google Scholar
• Pincus, H.J., Meegoda, N.J., and Ratnaweera, P., 1995. Treatment of oil contaminated soils for identification and classification. Geotechnical Testing Journal, 18 (1), 41–49. doi: 10.1520/GTJ10120J
   Web of Science ®Google Scholar
• Pollard, S.J.T., et al., 1991. Orgainc compounds in the cement-based stabilization/solidification of hazardous mixed wastes-mechanistic and process considerations. Jounal of Hazardous Materials, 28, 313–327. doi: 10.1016/0304-3894(91)87082-D
   Web of Science ®Google Scholar
• Ratnaweera, P. and Meegoda, J.N., 2006. Shear strength and stress-strain behaviour of contaminated soils. Geotechechnical Tesing Journal, 29 (2), 133–140.
   Web of Science ®Google Scholar
• Seed, H.B., Mitchell, J.K., and Chen, C.K., 1960. The strength of compacted cohesive soils. In: Proceeding of the ASCE research conference on shear strength cohesive soils, University of Colorado, Boulder, Colorado, 877–964.
   Google Scholar
• Sezer, A., et al., 2006. Utilization of a very high lime fly ash for improvement of Izmin clay. Building and Environment, 41 (2), 150–155. doi: 10.1016/j.buildenv.2004.12.009
   Web of Science ®Google Scholar
• Singh, S.K., Srivastava, R.K., and John, S., 2009. Studies on soil contamination due to used motor oil and its remediation. Canadian Geotechnical Journal, 46, 1077–1083. doi: 10.1139/T09-047
   Web of Science ®Google Scholar
• Sridharan, A., 1991. Engineering behaviour of fine grained soils – a fundamental approach. Indian Geotechnical Journal, 21 (2), 133–144.
   Google Scholar
• Sridharan, A. and Prakash, K., 1999. Influence of clay mineralogy and pore-medium chemistry on clay sediment formation. Canadian Geotechnical Journal, 36, 961–966. doi: 10.1139/t99-045
   Web of Science ®Google Scholar
• Sridharan, A. and Prakash, K., 2001. Setting behaviour and clay mineralogy. Soils and Foundations, 41 (2), 105–109. doi: 10.3208/sandf.41.2_105
   Web of Science ®Google Scholar
• Sridharan, A. and Rao, G., 1979. Shear strength behaviour of saturated clays and role of the effective stress concept. Geotechnique, 29, 177–193. doi: 10.1680/geot.1979.29.2.177
   Web of Science ®Google Scholar
• Tang, C., et al., 2007. Strength and mechanical behaviour of short polypropylene-fiber reinforced and cement stabilized clayey soil. Geotextiles and Geomembrane, 25, 194–202. doi: 10.1016/j.geotexmem.2006.11.002
   Web of Science ®Google Scholar
• Tremblay, H., et al., 2002. Influence of the nature of organic compounds on fire soil stabilization with cement. Canadian Geotechnical Journal, 39 (3), 535–546. doi: 10.1139/t02-002
   Web of Science ®Google Scholar
• Tuncan, A, Tuncan, M., and Koyuncu, H., 2000. Use of petroleum contaminated drilling wastes as sub-base material for road construction. Waste Management Research, 18, 489–505. doi: 10.1177/0734242X0001800511
   Web of Science ®Google Scholar
• Vipulanandan, C., 1995. Effect of clays and cement on the solidification/stabilization of phenol-contaminated soils. Waste Management, 15 (5/6), 399–406. doi: 10.1016/0956-053X(95)00041-W
   Web of Science ®Google Scholar
• Vitale, E., et al., 2016. Short-term effects on physical properties of lime treated kaolin. Applied Clay Science, 123–133, 223–231. doi: 10.1016/j.clay.2016.04.025
   Google Scholar
• Williamson, S and Cortes, D.D., 2014. Dimensional analysis of soil-cement mixture performance. Géotechnique Letters, 4 (1), 33–38. doi: 10.1680/geolett.13.00082
   Google Scholar
• Xing, H.F, et al., 2009. Strength characteristics and mechanisms of salt-rich soil-cement. Engineering Geology, 103 (1–2), 33–38. doi: 10.1016/j.enggeo.2008.07.011
   Web of Science ®Google Scholar
• Yukselen-Aksoy, Y., Kaya, A., and Ören, A.H., 2008. Seawater effect on consistency cement was added to the soil of clays. Engineering Geoogy, 102, 54–61. doi: 10.1016/j.enggeo.2008.07.005
   Web of Science ®Google Scholar
• Zhang, J. and Scherer, G.W., 2011. Comparison of methods for arresting hydration of cement. Cement and Concrete Research, 41 (10), 1024–1036. doi: 10.1016/j.cemconres.2011.06.003
   Web of Science ®Google Scholar