TECHNICAL PAPERS
Jan 1, 1996

Chloride Migration through Clayey Silt Underlain by Fine Sand or Silt

Publication: Journal of Geotechnical Engineering
Volume 122, Issue 1

Abstract

Chloride diffusion coefficients of 5.7 × 10 −10 m 2 /s, 9.0 × 10 −10 m 2 /s, and 9.8 × 10 −10 m 2 /s were obtained from diffusion tests conducted on a single isolated layer of clayey silt, silt, or sand, respectively. The advective-diffusive movement of chloride through a two-layer soil system consisting of a compacted clayey silt underlain by either a fine sand or silt was also examined. The agreement between the experimental results and model predictions suggests that existing solute-transport theory can adequately predict chloride migration through a compacted clay layer and underlying sand or silt layer at near-saturated conditions for Darcy velocities at least up to the maximum value examined (0.0183 m/yr or 500 L/ha/d). Chloride transport was dominated by diffusion in these tests.

Get full access to this article

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

References

1.
Badv, K., and Rowe, R. K. (1995). “Contaminant transport through a soil liner underlain by an unsaturated stone layer.”Geotech. Res. Ctr. Rep. GEOT-13-94, Dept. of Civ. Engrg., Univ. of Western Ontario, London, Canada.
2.
Bear, J. (1979). Hydraulics of groundwater . McGraw-Hill, New York, N.Y.
3.
Canadian Foundation Engineering Manual. (1992). 3rd Ed., Can. Geotech. Soc., Richmond, B.C., Canada.
4.
Conca, J. L., and Wright, J.(1990). “Diffusion coefficients in gravel under unsaturated conditions.”Water Resour. Res., 20(5), 1055–1066.
5.
De Smedt, F. (1981). “Theoretical and experimental study of solute movement through porous media with mobile and immobile water,” PhD thesis, Vrije Univ., Brussels, Belgium.
6.
De Smedt, F., and Wierenga, P. J.(1984). “Solute transfer through columns of glass beads.”Water Resour. Res., 20(2), 225–232.
7.
Desaulniers, D. D., Cherry, J. A., and Fritz, P.(1981). “Origin and movement of pore water in argillaceous quaternary deposits at four sites in Southwestern Ontario.”J. Hydro., 50, 231–257.
8.
Gillham, R., and Cherry, J. A. (1982). “Contaminant migration in saturated unconsolidated geologic deposits.”Recent trends in hydrogeology; Spec. Paper 189, T. N. Narasimhan, ed., Geological Soc. of Am., 31–62.
9.
Goodall, D. C., and Quigley, R. M.(1977). “Pollutant migration from two sanitary landfill sites near Sarnia, Ontario.”Can. Geotech. J., Ottawa, Canada, 14, 223–226.
10.
Gordon, M. E., Huebner, P. M., and Miazga, T. J.(1989). “Hydraulic conductivity of three landfill clay liners.”J. Geotech. Engrg., ASCE, 115(8), 1148–1162.
11.
Hayduk, W., and Landie, H.(1974). “Prediction of diffusion coefficients for non-electrolytes in dilute aqueous solutions.”Am. Inst. of Chemical Engrg. J., 20, 661–615.
12.
Kemper, W. D., and Van Schaik, J. C.(1966). “Diffusion of salts in clay-water systems.”Proc., Soil Sci. Soc. of Am., 30, 534–540.
13.
King, K. S., Quigley, R. M., Fernandez, F., Reades, D. W., and Bacopoulos, A.(1993). “Hydraulic conductivity and diffusion monitoring of the Keele Valley Landfill liner, Maple, Ontario.”Can. Geotech. J., Ottawa, Ontario, 30, 124–134.
14.
Porter, L. K., Kemper, W. D., Jackson, R. D., and Stewart, B. A.(1960). “Chloride diffusion in soils as influenced by moisture content.”Proc., Soil Sci. Soc. of Am., 24, 460–463.
15.
Quigley, R. M., and Rowe, R. K. (1986). “Leachate migration through clay below a domestic waste landfill, Sarnia, Ontario, Canada: chemical interpretation and modelling philosophies.”Spec. Publ. on Industrial and Hazardous Waste; STP 933, ASTM, Philadelphia, Pa., 93–102.
16.
Rowe, R. K. (1987). “Pollutant transport through barriers.”Proc.; Spec. Conf. on Geotech. Aspects of Waste Disposal, ASCE, New York, N.Y., 159–181.
17.
Rowe, R. K., and Badv, K. (1994a). “Chloride migration through clayey silt underlain by fine sand.”Geotech. Res. Ctr. Rep. GEOT-11-94, Dept. of Civ. Engrg., Univ. of Western Ontario, London, Canada.
18.
Rowe, R. K., and Badv, K. (1994b). “Diffusion controlled and advective-diffusive contaminant migration through unsaturated coarse sand and fine gravel.”Geotech. Res. Ctr. Rep. GEOT-12-94, Dept. of Civ. Engrg., Univ. of Western Ontario, London, Canada.
19.
Rowe, R. K., and Booker, J. R. (1987). “An efficient analysis of pollutant migration through soil.”Numerical methods for transient and coupled systems, R. W. Lewis, E. Hinton, P. Bettess, and B. A. Schrefler, eds., John Wiley and Sons, Ltd., New York, N.Y., Ch. 2, 13–42.
20.
Rowe, R. K., and Booker, J. R. (1994). POLLUTE-v6. A program for modelling pollutant migration through soil . Geotech. Res. Ctr., Univ. of Western Ontario, London, Canada.
21.
Rowe, R. K., Booker, J. R., and Quigley, R. M. (1995). Clayey barrier systems for waste disposal facilities . E & FN Spon (Chapman & Hall), London, U.K.
22.
Rowe, R. K., Caers, C. J., and Chan, C.(1993). “Evaluation of a compacted till liner test pad constructed over a granular subliner contingency layer.”Can. Geotech. J., Ottawa, Canada, 30, 667–689.
23.
Rowe, R. K., Caers, C. J., Booker, J. R., and Crooks, V. E. (1985). “Pollutant migration through clay soils.”Proc., 11th Int. Conf. on Soil Mech. and Found. Engrg., A. A. Balkema, Rotterdam, The Netherlands, 1293–1298.
24.
Rowe, R. K., Caers, C. J., and Barone, F.(1988). “Laboratory determination of diffusion and distribution coefficients of contaminants using undisturbed soil.”Can. Geotech. J., Ottawa, Canada, 25, 108–118.
25.
Rowe, R. K., and Sawicki, D. W. (1992). “The modelling of a natural diffusion profile and the implications for landfill design.”Proc., 4th Int. Symp. on Numer. Methods in Geomech., A. A. Balkema, Rotterdam, The Netherlands, 481–489.
26.
Shackelford, C. D., and Daniel, D. E.(1991). “Diffusion in a saturated soil. II: Results for compacted clay.”J. Geotech. Engrg., ASCE, 117(3), 485–505.
27.
Test method for laboratory compaction characteristics of soil using standard effort; Designation D698, Vol. 04.08, Section 4, (1991). ASTM, Philadelphia, Pa., 165–172.

Information & Authors

Information

Published In

Go to Journal of Geotechnical Engineering
Journal of Geotechnical Engineering
Volume 122Issue 1January 1996
Pages: 60 - 68

History

Published online: Jan 1, 1996
Published in print: Jan 1996

Permissions

Request permissions for this article.

Authors

Affiliations

R. Kerry Rowe, Member, ASCE
Prof. and Chair, Geotech. Res. Ctr., Dept. of Civ. Engrg., Univ. of Western Ontario, London Ontario, N6A 5B9, Canada.
Kazem Badv
Res. Assoc., Geotech. Res. Ctr., Dept. of Civ. Engrg., Univ. of Western Ontario, London Ontario, N6A 5B9, Canada.

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