Insitu hydraulic conductivity tests for compacted calcareous sands using Sealed Double Ring Infiltrometers (SDRI)

  • Anwar Faisal Al-Yaqout Kuwait University
Keywords: Calcareous sands, compaction conditions, hydraulic conductivity, Sealed Double Ring Infiltrometers (SDRI).

Abstract

This study uses the Sealed Double Ring Infiltrometers (SDRIs) to measure the infiltrationrates of compacted calcareous sands in the field. Laboratory tests were conducted on thelocally available soil samples to determine the geotechnical parameters that are neededto achieve the lowest hydraulic conductivity at the field. Test pads were constructedat controlled compaction conditions and in-situ hydraulic conductivity experimentswere conducted by Sealed Double Ring Infiltrometer (SDRI). Field measurementswere carried out by recording the SDRI readings periodically. Infiltration rates rangedbetween 1.89 x 10-12 m/s and 1.08 x 10-10 m/s.

The results of the study suggest that calacareous sandy soils have achieved lowpermeability values under controlled conditions of compaction and SDRIs can be usedfor prolonged periods of time to obtain the infiltration rates that represent the hydraulicconductivity characteristic of the saturated soil liners.

Author Biography

Anwar Faisal Al-Yaqout, Kuwait University
Associate Professor

References

Abichou, T., Benson, C.H. & Edil, T.B., 2002. Foundry Green sands as hydraulic barriers: Field Study.

Journal of Geotechnical and Geoenvironmental Engineering, 128 (3): 206–215.

Albright, W.H., Benson, C.H., Glendon, W. G., Abichou, T., McDonald, E. V., Tyler, S.W. & Rock,

S.A., 2006. Field Performance of a Compacted Clay landfill final cover at a Humid site. Journal of

Geotechnical and Geoenvironmental Engineering, 132 (11): 1393 - 1403.

Al-Sulaimi, J.S., El-Sayed, M.I., Salman, A. & Akbar, A., 1982. Study of gatch deposits in Kuwait City

and Suburbs. Kuwait Institute for Scientific Research, Kuwait.

Al-Yaqout, A.F. & Townsend, F., 2004. Applicability of Caliche (Gatch) as liner/cover in Arid Climate

landfills: Laboratory and Field Pad testing of permeability. Practice Periodical of Hazardous, Toxic,

and Radioactive Waste Management, 8: 238 – 246.

ASTM Standard D 5093 – 02, 1997. Test Method for field measurement of infiltration rate using a

Double-Ring Infiltrometer with a Sealed inner ring.

ASTM Standard D 6391 – 06, 1997. Standard Test Method for field measurement of hydraulic conductivity

limits of porous materials using two stages of infiltration from a borehole.

Benson, C.H. & Boutwell, G., 1992. Compaction conditions and scale-dependant hydraulic conductivity

of compacted clay liners. Proceedings of the 15th International Madison Waste Conference, Madison,

WI. Dept. of Engineering Prof. Development, University of Wisconsin Madison, USA, pp. 62 -83.

Benson, C.H., Daniel, D.E. & Boutwell, G.P., 1999. Field performance of compacted clay liners. Journal

of Geotechnical and Geoenvironmental Engineering 125 (5): 390–403.

Benson, C.H., Gunter, J., Boutwell, G., Trautwein, S. & Berzanskis, P., 1997. Comparison of

Four Methods to assess hydraulic conductivity. Journal of Geotechnical and Geoenvironmental

Engineering, 123 (10): 929 – 937.

Benson, C.H., Hardianto, F. & Motan, E., 1994a. Representative specimen size for hydraulic conductivity

of compacted soil liners. Hydraulic Conductivity and Waste Containment transport in Soils, STP,

, ASTM, S. Trautwein and D. Daniel, Eds., p. 3 -29.

Bozbey, I. & Guler, E., 2006. Laboratory and field testing for utilization of an excavated soil as landfill

liner material. Waste Management, 26: 1277 – 1286.

Comeau, S., Chiasson, P., Massiera, M. & Caisseie, M.A., 1998. Liner Construction using tills

composed of weakly cemented particles. Proceedings, 3rd International Congress of Environmental

Geotechnics, Lisbon, Portugal, 7 – 11 September, pp. 77–82.

Daniel, D.E., 1987. Earthen liners for land disposal facilities. Geotechnical Practice for Waste Disposal,

’87, GSP No. 13, R.D. Woods, ed., Ann Arbor, Mich., 21 – 39.

Daniel, D.E. & Koerner, R.M., 1995. Waste Containment Systems: Construction, Quality Assurance and

Quality Control, ASCE Press, New York, USA.

Daniel, D.E. & Wu, Y., 1993. Compacted clay liners and covers for Arid sites . Journal of Geotechnical

Engineering, 119 (2): 223 – 237.

Fernuik, N. & Haug, M., 1990. Evaluation of Insitu Permeability testing methods. Journal of Geotechnical

Engineering, 116 (2): 297 – 311.

Hamdi, N. & Srasra, E., 2013. Hydraulic conductivity study of compacted clay soils used as landfill

liners for an acidic waste. Waste Management 33: 60-66

Ismael, N., Jeragh, A., Mollah, M. & Al-Khalidi, O., 1986. A study of the properties of surface soils in

Kuwait. Journal of the Southeast Asian Geotechnical Society (Bangkok), 17 (1): 67 – 87.

McCarthy, P.E. & David, F., 2007. Essentials of Soil Mechanics and Foundations. N.J. Pearson Prentice

Hall.

Neupane, D., Bowders, J. J., Loehr, J. E., Bouazza, A. & Trautwein, S.J., 2005. Sealed Double Ring

Infiltrometers for estimating very low hydraulic conductivities. Geotechnical Testing Journal, 28

(3): 1 – 6.

Sai, J.O. & Anderson, D.C., 1990. Field Hydraulic Conductivity tests for compacted soil liners.

Geotechnical Testing Journal, ASTM, 13 (3): 215 – 225.

Sharma, H. D. & Lewis, S. P., 1994. Waste Contaminant Systems, Waste Stabilization, and Landfills

Design and Evaluation. John Wiley, New York.

Tchobanoglous, G., Theisen, H. & Vigil, S., 1993. Integrated Solid Waste Management Engineering

Principles and Management Issues. Irwin McGraw-Hill, Boston, USA.

Trautwein, S.J. & Boutwell, G.P., 1994. In situ hydraulic conductivity tests for compacted soil liners

and caps. In: Daniel D.E., Trautwein S. (Eds.), Hydraulic Conductivity and Waste Contaminant

Transport in Soil, ASTM STP 1142, Philadelphia, pp. 184–226.

United States Environmental Protection Agency (USEPA), 1991. State-of-the-art field hydraulic

conductivity testing of compacted soils, Risk Reduction Engineering Laboratory Report EPA/600/

S2-90/022, USA.

Youash, Y., 1984. Geological and Mineral Resources of Kuwait. Non-metallic Mineral Ores - Proceedings

of the 27th International Geological Congress, Moscow, USSR, 15: 31 – 121.

Published
2016-03-06
Section
Civil Engineering