TECHNICAL PAPERS
Apr 1, 2007

Postconstruction Changes in the Hydraulic Properties of Water Balance Cover Soils

Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 133, Issue 4

Abstract

Hydraulic properties of soils used for water balance covers measured at the time of construction and one to four years after construction are compared to assess how the hydraulic properties of cover soils change over time as a result of exposure to field conditions. Data are evaluated from ten field sites in the United States that represent a broad range of environmental conditions. The comparison shows that the saturated hydraulic conductivity (Ks) can increase by a factor of 10,000, saturated volumetric water content (θs) by a factor of 2.0, van Genuchten’s α parameter by a factor of 100, and van Genuchten’s n parameter can decrease by a factor of 1.4. Larger changes occur for denser or more plastic fine-textured soils that have lower as-built Ks , α , and θs and higher as-built n , resulting in a reduction in the variation in hydraulic properties that can be attributed to compaction. After two to four years, many water balance cover soils can be assumed to have Ks between 105 and 103cms , θs between 0.36 and 0.40, α between 0.002 and 0.2kPa1 , and n between 1.2 and 1.5. The data may be used to estimate changes in hydraulic properties for applications such as waste containment, where long-term maintenance of hydraulic properties in shallow engineered soil layers is important.

Get full access to this article

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

Acknowledgments

Support for this study was provided by U.S. Environmental Protection Agency (USEPA) through the Superfund Innovative Technologies Evaluation (SITE) Program. Mr. Steven Rock was the program manager for USEPA. This manuscript has not undergone USEPA peer review and the findings and conclusions that are presented are solely those of the writers. Endorsement by USEPA is not implied and should not be assumed. Xiaodong Wang, Preecha Apiwantragoon, and Ho Young Jo conducted the saturated hydraulic conductivity tests in this study. Tayfun Gurdal conducted many of the SWCC tests on specimens collected during construction.

References

Albrecht, B., and Benson, C. (2001). “Effect of desiccation on compacted natural clays.” J. Geotech. Geoenviron. Eng., 127(1), 67–75.
Albrecht, B., Benson, C., and Beuermann, S. (2003). “Polymer capacitance sensors for measuring soil gas humidity in drier soils.” Geotech. Test. J., 26(1), 3–12.
Albright, W., Benson, C., Gee, G., Roesler, A., Abichou, T., Apiwantragoon, P., Lyles, B., and Rock, S. (2004). “Field water balance of landfill final covers.” J. Environ. Qual., 33(6), 2317–2332.
Andraski, B. (1996). “Properties and variability of soil and trench fill at an arid waste-burial site.” Soil Sci. Soc. Am. J., 60, 54–66.
Apiwantragoon, P., Benson, C., and Albright, W. (2003). “Comparison of water balance predictions made with HYDRUS-2D and field data from the Alternative Cover Assessment Program (ACAP).” Proc., MODFLOW and More 2003: Understanding through Modeling, Int. Groundwater Modeling Center, Golden, Colo., 751–755.
Assouline, S. (2004). ”Rainfall-induced soil surface sealing: A critical review of observations, conceptual models, and solutions.” Vadose Zone J., 3, 570–591.
ASTM. (2004). Annual book of standards, West Conshohocken Pa., Vol. 04.09.
Ayers, B., O’Kane, M., and Barbour, S. (2004). “Issues for consideration when designing a growth medium layer for a reactive mine waste cover system.” Tailings and mine waste ’04, Taylor and Francis, London, 161–164.
Benson, C. (1993). “Probability distributions for hydraulic conductivity of compacted soil liners.” J. Geotech. Engrg., 119(3), 471–486.
Benson, C., Abichou, T., Albright, W., Gee, G., and Roesler, A. (2001). “Field evaluation of alternative earthen final covers.” Int. J. of Phytoremediation, 3(1), 1–21.
Benson, C., Bohnhoff, G., Apiwantragoon, P., Ogorzalek, A., Shackelford, C., and Albright, W. (2004). “Comparison of model predictions and field data for an ET cover.” Tailings and mine waste ’04, Balkema, Leiden, The Netherlands, 137–142.
Benson, C., Bohnhoff, G., Ogorzalek, A., Shackelford, C., Apiwantragoon, P., and Albright, W. (2005). “Field data and model predictions for a monolithic alternative cover waste containment and remediation.” GSP No. 142, A. Alshawabkeh, et al., eds., ASCE, Reston, Va., 1–12.
Benson, C., and Chen, C. (2003). “Selecting the thickness of monolithic earthen covers for waste containment.” Soil and rock America 2003, Verlag Gluck auf GMBH, Essen, Germany, 1397–1404.
Benson, C., and Daniel, D. (1990). “Influence of clods on the hydraulic conductivity of compacted clay.” J. Geotech. Engrg., 116(8), 1231–1248.
Benson, C., and Othman, M. (1993). “Hydraulic conductivity of compacted clay frozen and thawed in situ.” J. Geotech. Engrg., 119(2), 276–294.
Berthouex, P., and Brown, L. (2002). Statistics for environmental engineers, 2nd Ed., CRC, Boca Raton, Fla.
Bohnhoff, G. (2005). “Water balance predictions and field data for water balance covers in semi-arid regions.” MS thesis, Univ. of Wisconsin–Madison, Madison, Wis.
Bolen, M., Roesler, A., Benson, C., and Albright, W. (2001). “Alternative cover assessment program: Phase II report.” Geo-Engineering Rep. No. 01-10, Univ. of Wisconsin, Madison, Wis.
Box, G., Hunter, W., and Hunter, J. (1978). Statistics for experimenters, Wiley, New York.
Bradford, S., and Abriola, L. (2001), “Dissolution of residual tetrachloroethylene in fractional wettability porous media: Incorporation of interfacial area estimates.” Water Resour. Res., 37, 1183–1195.
Brooks, R., and Corey, A. (1966). “Properties of porous media affecting fluid flow.” J. Irrig. and Drain. Div., 92(2), 61–88.
Buol, S., Hole, F., McCracken, R., and Southard, R. (1997). Soil genesis and classification, 4th Ed., Iowa State University Press, Ames, Iowa.
Burger, C., and Shackelford, C. (2001). “Evaluating dual porosity of pelletized diatomaceous earth using bimodal soil-water characteristic curve functions.” Can. Geotech. J., 38, 53–66.
Chamberlain, E., Erickson, A., and Benson, C. (1995). “Effects of frost action on compacted clay barriers.” Geoenvironment 2000, GSP No. 46, ASCE, Reston, Va., 702–717.
Fayer, M., and Gee, G. (1997). “Hydrologic model tests for landfill covers using field data.” Landfill capping in the semi-arid west: Problems, perspectives, and solutions, Environmental Science and Research Foundation, Idaho Falls, Id., 53–68.
Fayer, M., Rockhold, M., and Campbell, M. (1992). “Hydrologic modeling of protective barriers: Comparison of field data and simulation results.” Soil Sci. Soc. Am. J., 56, 690–700.
Fredlund, D., and Rahardjo, H. (1993). Soil mechanics for unsaturated soils, Wiley, New York.
Gee, G., Campbell, M., Campbell, G., and Campbell, J. (1992). “Rapid measurement of low soil potentials using a water activity meter.” Soil Sci. Soc. Am. J., 56, 1068–1070.
Gee, G., and Ward, A. (2004). “Appendix A: Surface barrier degradation, Vadose zone hydrogeology data package for the 2004 composite analysis.” Rep. No. PNNL-14702, Pacific Northwest National Laboratory, Richland, Wash.
Goldsmith, W., Silva, M., and Fischenich, C. (2001) “Determining optimal degree of soil compaction for balancing mechanical stability and plant growth capacity.” Rep. No. ERDC TN-EMRRP-SR-26, U.S. Army Corps of Engineers, Vicksburg, Miss.
Gurdal, T., Benson, C., and Albright, W. (2003). “Hydrologic properties of final cover soils from the Alternative Cover Assessment Program.” Geo Engineering Rep. No. 03-02, Geo Engineering Program, Univ. of Wisconsin–Madison, Madison, Wis.
Henken-Mellies, U., Gartung, E., and Defregger, F. (2001). “Long-term observation of the performance of a mineral landfill cover.” Proc., Sardinia 2001, 8th Int. Waste Management and Landfill Symp., CISA, Cagliari, Italy, 385–393.
Hillel, D. (1998). Environmental soil physics, Academic, New York.
Hills, R., Hudson, D., and Wierenga, P. (1992). “Spatial variability at the Las Cruces trench site.” Indirect methods for estimating the hydraulic properties of unsaturated soils, M. van Genuchten, et al., eds., U.S. Salinity Laboratory, U.S. Dept. of Agriculture, Riverside, Calif., 529–538.
Khire, M., Benson, C., and Bosscher, P. (1997). “Water balance modeling of earthen final covers.” J. Geotech. Geoenviron. Eng., 123(8), 744–754.
Khire, M., Benson, C., and Bosscher, P. (2000). “Capillary barriers: Design variables and water balance.” J. Geotech. Geoenviron. Eng., 126(8), 695–708.
Kleppe, J., and Olson, R. (1985). “Desiccation cracking of soil barriers.” Hydraulic barriers in soil and rock, STP 874, ASTM, Philadelphia, 263–275.
Leong, E., and Rahardjo, H. (1997). “A review on soil-water characteristic curve equations.” J. Geotech. Geoenviron. Eng., 123(12), 1106–1117.
Li, A., Tham, L., Yue, Z., Lee, C., and Law, K. (2005). “Comparison of field and laboratory soil-water characteristic curves.” J. Geotech. Geoenviron. Eng., 131(9), 1176–1180.
Lin, H., Bouma, J., Pachepsky, Y., Western, A., Thompson, J., van Genuchten, R., Vogel, H., and Lilly, A. (2006). “Hydropedology: Synergistic integration of pedology and hydrology.” Water Resour. Res., 42, 1–13.
Meiers, G., Barbour, S., and Qualizza, C. (2006). “The use of in situ measurement of hydraulic conductivity to provide an understanding of cover system performance over time.” Proc., 7th Int. Conf. on Acid Rock Drainage, Society of Mining Engineers, Littleton, Colo.
Othman, M., and Benson, C. (1994). “Effect of freeze-thaw on the hydraulic conductivity and morphology of compacted clay.” Can. Geotech. J., 30(2), 236–246.
Phifer, M., Drumm, E., and Wilson, G. (1994). “Effects of post compaction water content variation on saturated conductivity.” Hydraulic conductivity and waste contaminant transport, STP 1142, D. Daniel, and S. Trautwein, eds., ASTM, Philadelphia, 318–334.
Roesler, A., Benson, C., and Albright, W. (2002). “Field hydrology and model predictions for final covers in the Alternative Cover Assessment Program—2002.” Geo Engineering Rep. No. 02-08, Dept. of Civil and Environmental Engineering, Univ. of Wisconsin-Madison, Madison, Wis.
Russo, D., and Bouton, M. (1992). “Statistical analysis of spatial variability in unsaturated flow parameters.” Water Resour. Res., 28(7), 1911–1925.
Suter, G., Luxmoore, R., and Smith, E. (1993). “Compacted soil barriers at abandoned landfill sites are likely to fail in the long term.” J. Environ. Qual., 22(2), 217–226.
Tinjum, J., Benson, C., and Blotz, L. (1997). “Soil-water characteristic curves for compacted clays.” J. Geotech. Geoenviron. Eng., 123(11), 1060–1069.
Topp, G., Galganov, Y., Ball, B., and Carter, M. (1993). “Soil water desorption curves.” Soil sampling and methods of analysis, M. Carter, ed., Canadian Society of Soil Science, Lewis, Boca Raton, Fla., 569–579.
UNESCO. (1979). Map of the world distribution of arid regions, MAB technical notes no. 7, UNESCO, Paris.
van Genuchten, M. (1980). “A closed-form equation for predicting the hydraulic conductivity of unsaturated soils.” Soil Sci. Soc. Am. J., 44, 892–898.
Wang, X., and Benson, C. (2004). “Measuring the soil water characteristic curve with the leak-free pressure plate extractor.” Geotech. Test. J., ASTM, 27(2), 1–10.
Waugh, W., Morrison, S., Smith, G., Kautsky, M., Bartlett, T., Carpenter, C., and Jones, C. (1999). “Plant encroachment on the Burrell, Pennsylvania, disposal cell: Evaluation of long-term performance and risk.” Rep. No. GJO-99-96-TAR, U.S. Dept. of Energy, Grand Junction, Colo.
Waugh, W., and Petersen, K. (1995). “Paleoclimatic data application: Long-term performance of uranium mill tailings repositories.” Climate change in the four corners and adjacent regions: Implications for environmental restoration and land-use planning, U.S. Dept. of Energy, Grand Junction, Colo., 163–185.
Waugh, W., Petersen, K., Link, S., Bjornstad, B., and Gee, G. (1994). “Natural analogs of the long-term performance of engineered covers.” In-Situ remediation: Scientific basis for current and future technologies, G. Gee, and N. Wing, eds., Battelle, Columbus, Ohio, 379–409.
Zornberg, J., LaFountain, L., and Caldwell, J. (2003). “Analysis and design of evapotranspirative cover for hazardous waste landfill.” J. Geotech. Geoenviron. Eng., 129(6), 427–438.

Information & Authors

Information

Published In

Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 133Issue 4April 2007
Pages: 349 - 359

History

Received: Jan 5, 2006
Accepted: Oct 16, 2006
Published online: Apr 1, 2007
Published in print: Apr 2007

Permissions

Request permissions for this article.

Authors

Affiliations

C. H. Benson [email protected]
Professor and Kellet Fellow, Dept. of Civil and Environmental Engineering, Univ. of Wisconsin, Madison, WI 53706. E-mail: [email protected]
A. Sawangsuriya [email protected]
Civil Engineer, Road and Pavement Design Division, Bureau of Materials, Analysis and Inspection, Dept. of Highways, Bangkok, Thailand. E-mail: [email protected]
B. Trzebiatowski [email protected]
Engineer, Malcolm Pirnie, Schaumburg, IL 60173. E-mail: [email protected]
W. H. Albright [email protected]
Associate Research Hydrogeologist, Division of Hydrologic Sciences, Desert Research Institute, Reno, NV 89512. 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