TECHNICAL PAPERS
Apr 1, 2006

Hydrocarbon Residuals and Containment in Microfine Cement Grouted Sand

Publication: Journal of Materials in Civil Engineering
Volume 18, Issue 2

Abstract

This study investigates the roles of contaminant-grout and contaminant-soil interactions on the effectiveness of grouting gasoline-contaminated soil for minimizing contaminant migration by substantially decreasing the permeability of the grouted mass and/or encapsulating contaminant residuals. Experiments were conducted to determine the bleed capacity, unconfined compressive strength, and microstructure of neat microfine grout at three water:cement ratios with up to 20% of gasoline contamination. The gasoline was found to significantly reduce sedimentation, lower the compressive strength, and become encapsulated in the grout matrix. To quantify the effects of various interactions in the contaminant-grout-soil system and the effectiveness of contaminant containment, microfine cement grouts were injected into three gradations of Ottawa sand subjected to six different pregrout scenarios to physically model different degrees of residual saturation. The contaminated sands were determined to have higher permeability and lower strength due to more porous interfacial zones and adsorbed contaminant layers on the sand surfaces. These microstructural features and encapsulated contaminant entities were documented by microscopy. A first approximation of the apparent mass of contaminant residual that may migrate from grouted sand was determined by leaching tests and gas chromatography; results were typically 50% greater in cases where gasoline saturated initially dry sand.

Get full access to this article

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

Acknowledgment

Grateful acknowledgement is extended to Hamlin Jennings for allowing the use of his laboratory facilities and for his assistance in interpreting the micrographs.

References

Ahrens, E. H. (1997). “A new and superior ultrafine cementitious grout.” Proc., Geo-Logan Conf. on Grouting: Compaction, Remediation and Testing, Geotechnical Special Publication No. 66, ASCE, Reston, Va. 188–196.
Bedient, P. B., Rifai, H. S., and Newell, C. J. (1994). Groundwater contamination, Prentice-Hall, Englewood Cliffs, N.J.
Berry, R. M., and Narduzzo, L. (1997). “Radioactive waste trench grouting—A case history at the Oak Ridge National Laboratory.” Proc., Geo-Logan Conf. on Grouting: Compaction, Remediation and Testing, Geotechnical Special Publication No. 66, ASCE, Reston, Va., 76–89.
Bouchard, D. C., Mravik, S. C., and Smith, G. B. (1990). “Benzene and naphthalene sorption on soil contaminated with high molecular weight residual hydrocarbons for unleaded gasoline.” Chemosphere, 21(8), 975–989.
Donaldson, S. G., Miller, G. C., and Miller, W. W. (1990). “Extraction of gasoline constitutents from soil.” J. Assoc. Of Anal Chem., 73(2), 306–311.
Dullien, F. A. L. (1992). Porous media fluid transport and pore structure, Academic, New York.
Gervais, C., Garrabrants, A. C., Sanchez, F., Barna, R., Moszkowicz, P., and Kosson, D. S. (2004). “The effects of carbonation and drying during intermittent leaching on the release of inorganic constituents from a cement-based matrix.” Cem. Concr. Res., 34, 119–131.
Helal, M., and Krizek, R. J. (1992). “Preferred orientation of pore structure in cement-grouted sand.” Proc., Grouting, Soil Improvement and Geosynthetics, Geotechnical Special Publication No. 30, ASCE, New York, 526–540.
Hillel, D. (1980). Fundamentals of soil physics, Academic, New York.
Hoag, G. E., and Marley, M. C. (1986). “Gasoline residual saturation in unsaturated uniform aquifer materials.” J. Environ. Eng., 112(3), 586–604.
Jefferis, S. A., and Domone, P. L. J. (1994). Structural grouts, Blackie Academic, New York.
Krizek, R. J., and Helal, M. (1992). “Anisotropic behavior of cement-grouted sand.” Proc., Grouting, Soil Improvement and Geosynthetics, Geotechnical Special Publication No. 30, ASCE, New York, 541–550.
Krumbein, W. C. (1941). “Measurement and geological significance of shape and roundness of sedimentary particles.” J. Sediment. Petrol. 11, 64–72.
Littlejohn, S. (2003). “The development of practice in permeation and compensation grouting: A historical review (1802–2002): Part I: Permeation grouting.” Proc., Grouting and Ground Treatment, Geotechnical Special Publication No. 120, ASCE, Reston, Va., 50–99.
McKee, J. K., Laverty, F. B., and Hertel, R. M. (1972). “Gasoline in groundwater.” J. Water Pollut. Control Fed. 44(2), 293–302.
Merritt, S. D. Batchelor, B., Little, D. N., and Still, M. (1993). “Applications of soil and cement chemistry to stabilization/solidification.” Transportation Research Record 1424, Transportation Research Board, Washington, D.C., 1–7.
Payatakes, A. C. (1982). “Dynamics of oil ganglia during immiscible displacement in water-wet porous media.” Annu. Rev. Fluid Mech., 14, 365–393.
Pietruszczak, S., and Pande, G. N. (1996). “Constitutive relations for partially saturated soils containing gas inclusions.” J. Geotech. Eng., 122(1), 50–59.
Schwarz, L. G. (1997). “Roles of rheology and chemical filtration on injectability of microfine cement grouts.” Ph.D. dissertation, Northwestern Univ, Evanston, Ill.
Schwarz, L. G., and Krizek, R. J. (1992). “Effects of mixing on rheological properties of microfine cement grouts.” Proc., Grouting, Soil Improvement, and Geosynthetics, Geotechnical Special Publication No. 30, ASCE, New York, 512–525.
Schwarz, L. G., and Krizek, R. J. (1994). “Effect of preparation technique on permeability and strength of cement grouted sands.” Geotech. Test. J. 117(4), 434–443.
Schwarz, L. G., and Krizek, R. J. (1995). “Grouting gasoline-contaminated sand with microfine cement.” Proc., Geoenvironment 2000, ASCE, New York, 1366–1380.
Soga, K., Kawabata, J., Kechavarzi, C., Coumoulos, H., and Waduge, W. A. P. (2003). “Centrifuge modeling of nonaqueous phase liquid movement and entrapment in unsaturated layered soils.” J. Geotech. Geoenviron. Eng., 129(2), 173–182.
Thorton, J. S. (1980). “Underground movement of gasoline on groundwater and enhanced recovery by surfactants.” Proc., National Conf. on Control of Hazardous Material Spills, EPA, Louisville, Ky., 223–235.
Yong, R. N., Mohamed, A. M. O., and Warkentin, P. B. (1992). Principles of contaminant transport in soils, Elsevier Science, Amsterdam, The Netherlands, 143–180, 267–296.

Information & Authors

Information

Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 18Issue 2April 2006
Pages: 214 - 228

History

Received: Feb 15, 2005
Accepted: Jul 29, 2005
Published online: Apr 1, 2006
Published in print: Apr 2006

Permissions

Request permissions for this article.

Notes

Note. Associate Editor: Hilary I. Inyang

Authors

Affiliations

Lois G. Schwarz, M.ASCE
Assistant Professor, Dept. of Civil and Environmental Engineering, Univ. of Alabama, Huntsville, AL 35899.
Raymond J. Krizek, M.ASCE
Stanley F. Pepper Professor, Dept of Civil and Environmental Engineering, Northwestern Univ., Evanston, IL.

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