DOI QR코드

DOI QR Code

Consolidation of marine clay using electrical vertical drains

  • Shang, J.Q. (Department of Civil and Environmental Engineering, The University of Western Ontario) ;
  • Tang, Q.H. (Department of Civil and Environmental Engineering, The University of Western Ontario) ;
  • Xu, Y.Q. (Department of Civil and Environmental Engineering, The University of Western Ontario)
  • Received : 2009.03.27
  • Accepted : 2009.09.10
  • Published : 2009.12.25

Abstract

Electroosmosis (EO) is the movement of water in a porous medium under the influence of a direct current (dc). In past decades, electro-osmosis has been successfully employed in many soil improvement and other geotechnical engineering projects. Metal electrodes, such as steel, copper and aluminum have been used traditionally to conduct current. The shortcoming of these electrodes is that they corrode easily during an EO treatment, which results in reduced effectiveness and environmental concerns. More recently, conductive polymers are developed to replace metal electrodes in EO treatment. Electrical vertical drainages (EVDs) are one of these products under trial. The goal of this study is to assess the performance of EVDs for soil improvement and to further understand the scientific principle of the EO process, including the voltage drop at the soil-EVD interface, electrical current density, polarity reversal, and changes in soil physico-chemical properties generated by electroosmosis. It is found from the study that after 19 days of EO treatment with a constant applied dc electric field intensity of 133 V/m, the soil's moisture content decreased by 28%, the shear strength and pre-consolidation pressure increased more than 400%. It is also found that the current density required triggering the water flow in the soil tested, the Korean Yulchon marine clay, is 0.7 $A/m^2$. The project demonstrates that EVDs can serve as both electrodes and drains for soil improvement in short term. However, the EVDs, as tested, are not suitable for polarity reversal in EO treatment and their service life is limited to only 15 days.

Keywords

References

  1. Alshawabkeh, A.N., Sheahan, T.C. and Wu, X.Z. (2002), "Coupling of electrochemical and mechanical processes in soils under DC fields", Mech. Mater., 36, 453-465.
  2. Casagrande, L. (1952), "Electro-osmosis stabilization of soils", J. Boston Soc. Civil Eng., 39, 51-83.
  3. Casagrande, L. (1983), "Stabilization of soils by means of electro-osmosis - state-of-the-art", J. Boston Soc. Civil Eng. 69(2), 255-302.
  4. Chew, S.H., Karunaratne, G.P., Kuma, V.M., Lim, L.H., Toh, M.L. and Hee, A.M. (2003), "A field trial for soft clay consolidation using electric vertical drains", Geotext. Geomembranes, 22, 17-35.
  5. Esrig, M.I. (1968), "Pore pressures, consolidation, and electrokinetics", J. Soil Mech. Found. Div., 94 (SM4), 899-919.
  6. Glendining, S., Jones, C.J.F.P. and Pugh, R.C. (2005), "Reinforced soil using cohesive fill and electrokinetic geosynthetics", Int. J. Geomech., 5(2), 138-146. https://doi.org/10.1061/(ASCE)1532-3641(2005)5:2(138)
  7. Glendinning, S., Lamont-Black, J. and Fourie, A. (2006), "Dewatering of tailings using electrokinetic geosynthetics", Proceedings of ISSMGE 5th International Congress on Environmental Geotechnics, Cardiff, June, 878-885.
  8. Hamir, R.B., Jones, C.J.F.P. and Clarke, B.G. (2001), "Electrically conductive geosynthetics for consolidation and reinforced soil", Geotext. Geomembranes, 19, 455-482. https://doi.org/10.1016/S0266-1144(01)00021-8
  9. Hausmann, M.R. (1990), Engineering principles of ground modification, McGraw-Hill, New York.
  10. Karunaratne, G.P., Jong, H.K. and Chew, S.H. (2004), "New electrically conductive geosynthetics for soft clay consolidation", The 3rd Asian Regional Conference on geosynthetics, Seoul, June.
  11. Lo, K.Y., Inculet, I.I. and Ho, K.S. (1991), "Electroosmotic strengthening of soft sensitive clays", Can. Geotech. J., 28(1), 62-73. https://doi.org/10.1139/t91-007
  12. Micic, S., Shang, J.Q. and Lo, K.Y. (2002), "Electrokinetic strengthening of marine clay adjacent to offshore foundations", Int. J. Offshore Polar, 12(1), 64-73.
  13. Micic, S., Shang, J.Q., Lo, K.Y., Lee, Y.N. and Lee, S.W. (2001), "Electrokinetic strengthening of a marine sediment using intermittent current", Can. Geotech. J., 38, 287-302. https://doi.org/10.1139/t00-098
  14. Mitchell, J.K. (2006), Fundamental of Soil Behavior, 3rd Ed., John Wiley & Sons, New York.
  15. Mohamedelhassan, E. and Shang, J.Q. (2003), "Electrokinetics-generated pore fluid and ionic transport in an offshore calcareous soil", Can. Geotech. J., 40(6), 1185-1199. https://doi.org/10.1139/t03-060
  16. Rittirong, A., Douglas, R.S., Shang, J.Q. and Lee, E.C. (2008), "Electrokinetic improvement of soft clay using electrical vertical drains", Geosynth. Int., 15(5), 369-381. https://doi.org/10.1680/gein.2008.15.5.369
  17. Shang, J.Q. (1997), "Zeta potential and electroosmotic permeability of Clay Soils", Can. Geotech. J., 34(4), 627- 631. https://doi.org/10.1139/t97-28
  18. Shang, J.Q. (1998), "Electroosmosis-enhanced preloading consolidation via vertical drains", Can. Geotech. J., 35(3), 491-499. https://doi.org/10.1139/t98-018
  19. Shang, J.Q., Lo, K.Y. and Inculet, I.I. (1995), "Polarization and conduction of clay-water-electrolyte system", J. Geotech. Eng., 243-248.
  20. Tyagi, V.K. (2005), "Remediation of municipal wastewater sludge by electrokinetic geobox", Geosynth. Int., 13(2), 47-58.
  21. Vane, L.M. and Zang, G.M. (1997), "Effect of aqueous phase properties on clay particle zeta potential and electro-osmotic permeability: Implications for electro-kinetic soil remediation processes", J. Hazard. Mater., 55(1-3), 1-2. https://doi.org/10.1016/S0304-3894(97)00010-1
  22. Wan, T.Y. and Mitchell, J.K. (1976), "Electro-osmotic consolidation of soils", J. Geotech. Eng., Div., (GT5), 473-491.

Cited by

  1. Electro-osmotic consolidation of marine hydraulically filled sludge ground using electrically conductive wick drain combined with automated power supply vol.36, pp.1, 2018, https://doi.org/10.1080/1064119X.2017.1312721
  2. Electrophoresis and its applications in oil sand tailings management vol.161, 2017, https://doi.org/10.1016/j.minpro.2017.02.006
  3. An analytical investigation of soil disturbance due to sampling penetration vol.9, pp.6, 2015, https://doi.org/10.12989/gae.2015.9.6.743
  4. A study on electrokinetic dewatering of oil sands tailings vol.1, pp.2, 2014, https://doi.org/10.1680/envgeo.13.00013
  5. Evaluation of preconsolidation stress by shear wave velocity vol.7, pp.4, 2011, https://doi.org/10.12989/sss.2011.7.4.275
  6. An experimental procedure for evaluating the consolidation state of marine clay deposits using shear wave velocity vol.7, pp.4, 2009, https://doi.org/10.12989/sss.2011.7.4.289
  7. Influencing factors on electrical conductivity of compacted kaolin clay vol.3, pp.2, 2011, https://doi.org/10.12989/gae.2011.3.2.131
  8. Experimental Study of Electro-Kinetic Dewatering of Silt Based on the Electro-Osmotic Coefficient vol.36, pp.6, 2019, https://doi.org/10.1089/ees.2018.0458