OTHER TECHNICAL PAPERS
Sep 24, 2010

Evaluation of Cement Hydration Properties of Cement-Stabilized Lead-Contaminated Soils Using Electrical Resistivity Measurement

Publication: Journal of Hazardous, Toxic, and Radioactive Waste
Volume 15, Issue 4

Abstract

In this study, electrical resistivity was related to the fundamental geotechnical properties of cement solidified/stabilized heavy metal–contaminated soils. Lead-contaminated soils were artificially prepared with various concentrations and treated by portland cement Type I at three content levels. The compacted cylindrical specimen was prepared with a diameter of 50 mm and height of 100 mm. The apparent electrical resistivity, electrical conductivity of pore fluid, unconfined compressive strength, and water contents were measured at different curing times. The result shows that the apparent electrical resistivity increases with the increase of curing time and the decrease of porosity and saturation degree as a result of cement hydration development. The effects of lead concentration, cement content, and curing time on the apparent electrical resistivity were discussed. The cementation index m was used to evaluate the cementation degree of cement-treated lead-contaminated soils. Lead pollutant at high concentrations could suppress or retard the hydration of solidified/stabilized soils. Electrical resistivity measurements can be used as a nondestructive method to evaluate the hydration development of solidified/stabilized lead-contaminated soils.

Get full access to this article

View all available purchase options and get full access to this article.

Acknowledgments

The authors appreciate the support of the Specialized Research Fund for the Doctoral Program of Higher Education of China under Grant No. UNSPECIFIED20060286031, the National Natural Science Foundation of China under Grant No. NNSFC50878052 and Grant No. NNSFC40972173, the Program for New Century Excellent Talents in University, and the Foundation of Key Laboratory of Geotechnical and Underground Engineering (Tongji University) by the Ministry of Education under Grant No. UNSPECIFIEDKLE-TJGE-0801.

References

Abedi-Koupai, J., and Mehdizadeh, H. (2008). “Estimation of osmotic suction from electrical conductivity and water content measurements in unsaturated soils.” Geotech. Test. J., 31(2), 142–148.
Abu-Hassanein, Z. S., Benson, C. H., and Blotz, L. R. (1996). “Electrical resistivity of compacted clays.” J. Geotech. Eng., 122(5), 397–406.
Archie, G. E. (1942). “The electrical resistivity log as an aid in determining some reservoir characteristics.” Trans. Am. Inst. Min. Eng., 146, 54–62.
Arulmoli, K., Arulanandan, K., and Seed, H. B. (1985). “New method for evaluating liquefaction potential.” J. Geotech. Eng., 111(1), 95–114.
Asavapisit, S., Boonjam, M., and Polprasert, C. (2000). “Effects of lead and chromium hydroxides on cement-based solidified waste properties.” Thammasat Int. J. Sci. Tech., 5(3), 1–9.
ASTM. (2006). “Standard test method for unconfined compressive strength of cohesive soil.” D2166-06, West Conshohocken, PA.
ASTM. (2007). “Standard test methods for laboratory compaction characteristics of soil using standard effort.” D698-07, West Conshohocken, PA.
Bekri, S., Howard, J., Muller, J., and Adler, P. M. (2003). “Electrical resistivity index in multiphase flow through porous media.” Transp. Porous Media, 51(1), 41–65.
Boardman, D. J. (1999). “Lime stabilization: Clay-metal-lime interactions.” Ph.D. thesis, Civil and Building Engineering, Loughborough Univ., UK.
Bonen, D., and Sarkar, S. L. (1994). “The present state of the art of immobilisation of hazardous heavy metals in cement-based materials.” Advances in cement and concrete, M. W. Grutzeck and S. L. Sarkar, eds., ASCE, New York, 481–495.
Coastal Development Institute of Technology (CDIT). (2002). The deep mixing method-principle, design and construction, Balkema, Rotterdam, Netherlands.
Cocke, D. L., Ortego, J. D., McWhinney, H., Lee, K., and Shukla, S. (1989). “A model for lead retardation of cement setting.” Cem. Concr. Res., 19(1), 156.
Conner, J. R. (1990). Chemical fixation and solidification of hazardous wastes, Van Nostrand Reinhold, New York.
Damasceno, V. M., Fratta, D., and Bosscher, P. J. (2009). “Development and validation of a low-cost electrical resistivity tomographer for soil process monitoring.” Can. Geotech. J., 46(7), 842–854.
Friedman, S. P. (2005). “Soil properties influencing apparent electrical conductivity: A review.” Comput. Electron. Agric., 46(1–3), 45–70.
Friedman, S. P., and Seaton, N. A. (1998). “Critical path analysis of the relationship between permeability and electrical conductivity of three-dimensional pore networks.” Water Resour. Res., 34(7), 1703–1710.
Fukue, M., Minati, T., Horibe, H., and Taya, N. (1999). “The micro-structures of clay given by resistivity measurements.” Eng. Geol., 54(1–2), 43–53.
Giao, P. H., Chung, S. G., Kim, D. Y., and Tanaka, H. (2003). “Electric imaging and laboratory resistivity testing for geotechnical investigation of Pusan clay deposits.” J. Appl. Geophys., 52(4), 157–175.
Glasser, F. P. (1997). “Fundamental aspects of cement solidification and stabilization.” J. Hazard. Mater., 52(2–3), 151–170.
Gorman, T., and Kelly, W. E. (1990). “Electrical-hydraulic properties of unsaturated Ottawa sands.” J. Hydrol. (Amsterdam), 118(1–4), 1–18.
Hills, C. D., and Pollard, S. J. T. (1997). “Influence of interferences effect on the mechanical, microstructural and fixation characteristics of cement-solidified hazardous waste forms.” J. Hazard. Mater., 52(2–3), 171–191.
Japan Geotechnical Society (JGS). (2000). “Test method for electrical conductivity of soils.” 0212-2000, Tokyo (in Japanese).
Keller, G., and Frischknecht, F. (1966). Electrical methods in geophysical prospecting, Pergamon, New York.
Komine, H. (1997). “Evaluation of chemical grouted soil by electrical resistivity.” Ground Improv., 1(2), 101–113.
Lee, D., Waite, T. D., Swarbrick, G., and Lee, S. (2005). “Comparison of solidification/stabilization effects of calcite between Australian and South Korean cements.” Cem. Concr. Res., 35(11), 2143–2157.
Liu, S. Y., Du, Y. J., Han, L. H., and Gu, M. F. (2008). “Experimental study on the electrical resistivity of soil-cement admixtures.” Environ. Geol., 54(6), 1227–1233.
McCarter, W. J., and Desmazes, P. (1997). “Soil characterization using electrical measurements.” Géotechnique, 47(1), 179–183.
Mitchell, J. K. (1991). “Conduction phenomena: From theory to geotechnical practice.” Géotechnique, 41(3), 299–340.
Mollah, Y. M., Vempati, R. K., Lin, T. C., and Cocke, D. L. (1995). “The interfacial chemistry of solidification/stabilisation of metals in cement and pozzolanic, material systems.” Waste Manage., 15(2), 137–148.
Ouki, S. K., and Hills, C. D. (2002). “Microstructure of portland cement pastes containing metal nitrate salts.” Waste Manage., 22(2), 147–151.
Qiao, X. C., Poon, C. S., and Cheeseman, C. R. (2007). “Investigation into the stabilization/solidification performance of portland cement through cement clinker phases.” J. Hazard. Mater., 139(2), 238–243.
Telford, W. M., Gledart, L. P., and Sheriff, R. E. (1990). Applied geophysics, 2nd Ed., Cambridge University Press, Cambridge, UK.
Tumidajski, P. J., Schumacher, A. S., Perron, S., Gu, P., and Beaudoin, J. J. (1996). “On the relationship between porosity and electrical resistivity in cementitious systems.” Cem. Concr. Res., 26(4), 539–544.
U.S. EPA. (2007). “Technology alternatives for the remediation of soils contaminated with arensic, cadmium, chromium, mercury, and lead.” Rep. No. EPA/540/S-97/500, Office of Emergency and Remedial Response, Washington, DC.
Wei, X., and Li, Z. (2006). “Early hydration process of portland cement paste by electrical measurement.” J. Mater. Civ. Eng., 18(1), 99–105.
Yin, C. Y., Mahmud, H. B., and Shaaban, M. G. (2006). “Stabilization/solidification of lead-contaminated soil using cement and rice husk ash.” J. Hazard. Mater., 137(3), 1758–1764.
Zouhri, L., and Lutz, P. (2010). “A comparison of peak and plate electrodes in electrical resistivity tomography: Application to the chalky groundwater of the Beauvais aquifer (northern part of the Paris basin, France).” Hydrol. Processes, 24(21), 3040–3052.

Information & Authors

Information

Published In

Go to Journal of Hazardous, Toxic, and Radioactive Waste
Journal of Hazardous, Toxic, and Radioactive Waste
Volume 15Issue 4October 2011
Pages: 312 - 320

History

Received: Mar 2, 2010
Accepted: Aug 31, 2010
Published online: Sep 24, 2010
Published in print: Oct 1, 2011

Permissions

Request permissions for this article.

Authors

Affiliations

School of Urban Rail Transportation, Soochow Univ., Soochow 215021, China; formerly, Ph.D. Student, Institute of Geotechnical Engineering, Southeast Univ., Nanjing 210096, China. E-mail: [email protected]
Professor, Institute of Geotechnical Engineering, Southeast Univ., Nanjing 210096, China (corresponding author). E-mail: [email protected]
Song-Yu Liu, M.ASCE [email protected]
Professor, Institute of Geotechnical Engineering, Southeast Univ., Nanjing 210096, China. E-mail: [email protected]
Ph.D. Student, Dept. of Engineering, Cambridge Univ., Cambridge CB2 1PZ, UK; formerly, M.S. Candidate, Institute of Geotechnical Engineering, Southeast Univ., Nanjing 210096, China. E-mail: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share