Effect of chemical additives on the consolidation behavior of slurries

References

• Alawaji, H. A. 1999. Swell and Compressibility Characteristics of Sand-Bentonite Mixtures Inundated with Liquids. Applied Clay Science 15 (3–4): 411–430. doi:10.1016/S0169-1317(99)00033-2.
   Web of Science ®Google Scholar
• Butterfield, R. 1979. A Natural Compression Law for Soils. Géotechnique 29 (4): 469–480. doi:10.1680/geot.1979.29.4.469.
   Web of Science ®Google Scholar
• Burland, J. B. 1990. On the Compressibility and Shear Strength of Natural Clays. Géotechnique 40 (3): 278–329. doi:10.1680/geot.1990.40.3.329.
   Web of Science ®Google Scholar
• Chai, J. C., H. T. Fu, J. Wang, and S.-L. Shen. 2020. Behaviour of a PVD Unit Cell under Vacuum Pressure and a New Method for Consolidation Analysis. Computers and Geotechnics 120: 103415. doi:10.1016/j.compgeo.2019.103415.
   Web of Science ®Google Scholar
• Chai, J. C., R. Jia, J. X. Nie, K. Aiga, T. Negami, and T. Hino. 2015. 1D Deformation Induced Permeability and Microstructural Anisotropy of Ariake Clays. Geomechanics and Engineering 8 (1): 81–95. doi:10.12989/gae.2015.8.1.081.
   Web of Science ®Google Scholar
• Chai, J. C., T. Negami, K. Aiga, and T. Hino. 2016. Effect of Pore Water Chemistry on Anisotropic Behavior of Clayey Soil and Possible Application in Underground Construction. Underground Space 1 (2): 114–123. doi:10.1016/j.undsp.2016.11.002.
   Web of Science ®Google Scholar
• Chai, J. C., and D. Q. Nguyen. 2013. Geocomposite Induced Consolidation of Clayey Soils under Stepwise Loads. Geotextiles and Geomembranes 37: 99–108. doi:10.1016/j.geotexmem.2013.02.006.
   Web of Science ®Google Scholar
• Chai, J. C., S. L. Shen, and X. Geng. 2019. Effect of Initial Water Content and Pore Water Chemistry on Intrinsic Compression Behavior. Marine Georesources & Geotechnology 37 (4): 417–423. doi:10.1080/1064119X.2018.1445146.
   Web of Science ®Google Scholar
• Chapman, D. L. 1913. A Contribution to the Theory of Electrocapillary. The London, Edinburgh, and Dublin Philosophical Magazine and Journal of Science 25 (148): 475–481. doi:10.1080/14786440408634187.
   Google Scholar
• Gouy, G. 1910. Sur la Constitution de la Charge Electrique a la Surface D’un Elextrolyte. Journal de Physique Théorique et Appliquée 9 (1): 457–468. (in French) doi:10.1051/jphystap:019100090045700.
   Google Scholar
• Hong, Z. S., L. L. Zeng, Y. J. Cui, Y. Q. Cai, and C. Lin. 2012. Compression Behaviour of Natural and Reconstituted Clays. Géotechnique 62 (4): 291–301.
   Web of Science ®Google Scholar
• Jo, H. Y., C. H. Benson, C. D. Shackelford, J. M. Lee, and T. B. Edil. 2005. Long-Term Hydraulic Conductivity of a Geosynthetic Clay Liner Permeated with Inorganic Salt Solutions. Journal of Geotechnical and Geoenvironmental Engineering 131 (4): 405–417. doi:10.1061/(ASCE)1090-0241(2005)131:4(405).
   Web of Science ®Google Scholar
• JSA Standard Association. 2000. JIS A 1217: Test method for one-dimensional consolidation properties of soils usingincremental loading. Tokyo, Japan.
   Google Scholar
• Kolstad, D. C., C. H. Benson, T. B. Edil, and H. Y. Jo. 2004. Hydraulic Conductivity of a Dense Prehydrated GCL Permeated with Aggressive Inorganic Solutions. Geosynthetics International 11 (3): 233–241.
   Web of Science ®Google Scholar
• Lee, J. M., C. D. Shackelford, C. H. Benson, H. Y. Jo, and T. B. Edil. 2005. Correlating Index Properties and Hydraulic Conductivity of Geosynthetic Clay Liners. Journal of Geotechnical and Geoenvironmental Engineering 131 (11): 1319–1329. doi:10.1061/(ASCE)1090-0241(2005)131:11(1319).
   Web of Science ®Google Scholar
• Lei, H. Y., Y. G. Xu, X. Li, M. J. Jiang, and L. Z. Liu. 2019. Effect of Polyacrylamide on Improvement of Dredger Fill with Vacuum Preloading Method. Journal of Materials in Civil Engineering 31 (9): 04019193. doi:10.1061/(ASCE)MT.1943-5533.0002860.
   Web of Science ®Google Scholar
• Lin, W., X. Zhan, T. L. Zhan, Y. Chen, Y. Jin, and J. Jiang. 2014. Effect of FeCl3-Conditioning on Consolidation Property of Sewage Sludge and Vacuum Preloading Test with Integrated PVDs at the Changan Landfill, China. Geotextiles and Geomembranes 42 (3): 181–190. doi:10.1016/j.geotexmem.2013.12.008.
   Web of Science ®Google Scholar
• Liu, F. Y., W. Q. Wu, H. T. Fu, J. Wang, J. Hai, Y. Q. Cai, X. Q. Hu, W. X. Yuan, and X. M. Lou. 2020. Application of Flocculation Combined with Vacuum Preloading to Reduce River-Dredged Sludge. Marine Georesources & Geotechnology 38 (2): 164–173. doi:10.1080/1064119X.2018.1564092.
   Web of Science ®Google Scholar
• Locat, J., and G. Lefebvre. 1985. The Compressibility and Sensitivity of an Artificially Sedimented Clay Soil: The Grande-Baleine Marine Clay, Québec. Marine Geotechnology 6 (1): 1–28. doi:10.1080/10641198509388178.
   Web of Science ®Google Scholar
• Mathew, P. K., and S. N. Rao. 1997. Influence of Cations on Compressibility Behavior of a Marine Clay. Journal of Geotechnical and Geoenvironmental Engineering 123 (11): 1071–1073. doi:10.1061/(ASCE)1090-0241(1997)123:11(1071).
   Web of Science ®Google Scholar
• Mesri, G., and R. E. Olson. 1971. Mechanisms Controlling the Permeability of Clays. Clays and Clay Minerals 19 (3): 151–158. doi:10.1346/CCMN.1971.0190303.
   Web of Science ®Google Scholar
• Mishra, A. K., M. Ohtsubo, L. Li, and T. Higashi. 2005. Effect of Salt Concentrations on the Permeability and Compressibility of Soil-Bentonite Mixtures. Journal of the Faculty of Agriculture, Kyushu University 50: 837–849. http://hdl.handle.net/2324/4692.
   Web of Science ®Google Scholar
• Mitchell, J. K. 1993. Fundamentals of Soil Behavior. New York: John Wiley and Sons, 118.
   Google Scholar
• Moore, J. G., J. D. Brown, and M. A. Rashid. 1977. The Effect of Leaching on Engineering Behaviour of a Marine Sediment. Géotechnique 27 (4): 517–531. doi:10.1680/geot.1977.27.4.517.
   Web of Science ®Google Scholar
• Schmitz, R. M., and L. A. Van Paassen. 2003. The Decay of the Liquid Limit of Clays with Increasing Salt Concentration. Ingeokring Newsletter 9 (1): 10–14. https://www.researchgate.net/publication/237757393
   Google Scholar
• Song, M.-M., L.-L. Zeng, and Z.-S. Hong. 2017. Pore Fluid Salinity Effects on Physicochemical-Compressive Behaviour of Reconstituted Marine Clays. Applied Clay Science 146: 270–277. doi:10.1016/j.clay.2017.06.015.
   Web of Science ®Google Scholar
• Thapa, K. B., Y. Qi, S. A. Clayton, and A. F. A. Hoadley. 2009. Lignite Aided Dewatering of Digested Sewage Sludge. Water Research 43 (3): 623–634. doi:10.1016/j.watres.2008.11.005.
   PubMed Web of Science ®Google Scholar
• Tanaka, H., and J. Locat. 1999. A Microstructural Investigation of Osaka Bay Clay: The Impact of Microfossils on Its Mechanical Behavior. Canadian Geotechnical Journal 36 (3): 493–508. doi:10.1139/t99-009.
   Web of Science ®Google Scholar
• Wang, J., J. Ni, Y. Cai, H. Fu, and P. Wang. 2017. Combination of Vacuum Preloading and Lime Treatment for Improvement of Dredged Fill. Engineering Geology 227 (21): 149–158. doi:10.1016/j.enggeo.2017.02.013.
   Google Scholar
• Wang, J., W. Shi, W. Wu, F. Liu, H. Fu, Y. Cai, J. Hai, X. Hu, and X. Zhu. 2019. Influence of Composite Flocculant FeCl3-APAM on Vacuum Drainage of River-Dredged Sludge. Canadian Geotechnical Journal 56 (6): 868–875. doi:10.1139/cgj-2018-0268.
   Web of Science ®Google Scholar
• Wu, Y. J., Y. T. Lu, K. Niu, and S. Dean. 2016. Experimental Study on Solid-Liquid Separation of Construction Waste Slurry by Additive Agent-Combined Vacuum Preloading. Chinese Journal of Geotechnical Engineering 38 (8): 1365–1373. (in Chinese). doi:10.11779/CJGE201608002
   Google Scholar
• Yong, R. N., A. M. O. Mohamed, and B. P. Warkentin. 1992. Principles of Contaminant Transport in Soils. In Developments in Geotechnical Engineering. Vol. 73, 327. Amsterdam: Elsevier Science Publishers.
   Google Scholar
• Yilmaz, G., T. Yetimoglu, and S. Arasan. 2008. Hydraulic Conductivity of Compacted Clay Liners Permeated with Inorganic Salt Solutions. Waste Management & Research 26 (5): 464–473. doi:10.1177/0734242X08091586.
   PubMed Web of Science ®Google Scholar
• Zeng, L. L., Z. Z. Hong, and Y. J. Cui. 2015. Determining the Virgin Compression Lines of Reconstituted Clays at Different Initial Water Contents. Canadian Geotechnical Journal 52 (9): 1408–1415. doi:10.1139/cgj-2014-0172.
   Web of Science ®Google Scholar
• Zhen, G., X. Yan, H. Zhou, H. Chen, T. Zhao, and Y. Zhao. 2011. Effects of Calcined Aluminum Salts on the Advanced Dewatering and Solidification/Stabilization of Sewage Sludge. Journal of Environmental Sciences 23 (7): 1225–1232. doi:10.1016/S1001-0742(10)60539-6.
   Google Scholar
• Zhou, Y., and J. C. Chai. 2017. Equivalent ‘Smear’ Effect Due to Non-Uniform Consolidation Surrounding a PVD. Géotechnique 67 (5): 410–410. doi:10.1680/jgeot.16.P.087.
   Web of Science ®Google Scholar