TECHNICAL NOTES
Nov 1, 1995

Leakage Control in Long-Duration Testing of Triaxial Specimens

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Publication: Journal of Geotechnical Engineering
Volume 121, Issue 11

Abstract

This note presents an inexpensive method of reducing the cell-fluid leakage in a long-duration consolidation/permeability test in a triaxial cell. It involves two membranes sealed with hose clamps over two O-rings and silicon grease at top cap and base, and a vegetable oil as cell fluid. It reduces leakage to an imperceptible level for a membrane immersion age of 7 days, beyond which small leakage appears and correction for this can be applied to the drainage volume measured in a consolidation stage. Careful selection of specimen diameter and minimum gradient combined with the inflow and outflow measurement as per ASTM D5084 minimizes the effect of leakage on permeability measured in the suggested setup.

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References

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Akroyd, T. N. W. (1957). “Laboratory testing in soil engineering.”Geotechnical Monograph No. 1, Soil Mechanics, Ltd.
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Bishop, A. W., and Henkel, D. J. (1962). The measurement of soil properties in the triaxial test, Second Ed., Edward Arnold, London, U.K.
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Boynton, S. S., and Daniel, D. E.(1985). “Hydraulic conductivity tests on compacted clay.”J. Geotech. Engrg., ASCE, 111(4), 465–478.
4.
Haug, M. D., Buettner, W. G., and Wong, L. C. (1994). “Impact of leakage on precision in low gradient flexible wall permeability testing, hydraulic conductivity and waste contaminant transport in soil.”ASTM STP 1142, D. E. Daniel and S. J. Trautwein, eds., ASTM, Philadelphia, Pa., 390–406.
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Haug, M. D., and Wong, L. C.(1992). “Impact of molding water content on hydraulic conductivity of compacted sand-bentonite.”Can. Geotech. J., 29, 253–262.
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Hossain, D. (1976). “Compressibility and permeability of fissured tills,” PhD thesis. University of Strathclyde, Glasgow, U.K.
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Hossain, D., and McKinlay, D. G. (1991). “The influence of fissures on the consolidation of a glacial till.”Engrg. Geol. Spec. Publ. No. 7, A. Forster, M. G. Culshaw, J. C. Cripps, J. A. Little, and C. P. Moon, eds., Quaternary Engineering Geology, Geol. Soc., London, England, 143–149.
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Kim, W. H., and Daniel, D. E.(1992). “Effect of freezing on hydraulic conductivity of compacted clay.”J. Geotech. Engrg., ASCE, 118(7), 1083–1097.
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Measurement of hydraulic conductivity of saturated porous materials using a flexible wall permeameter; test method D5084. (1990). ASTM, Philadelphia, Pa.
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Rowe, P. W., and Barden, L. (1964). “Importance of free ends in triaxial testing.” ASCE, J. Soil Mech. and Found. Div., 90(1), 1–27.
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Go to Journal of Geotechnical Engineering
Journal of Geotechnical Engineering
Volume 121Issue 11November 1995
Pages: 810 - 813

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Published online: Nov 1, 1995
Published in print: Nov 1995

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D. Hossain
Assoc. Prof. of Engrg. Geology, King Abdulaziz Univ., P.O. Box 1744, Jeddah 21441, Kingdom of Saudi Arabia.

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