Fiber Reinforcement for Waste Containment Soil Liners
Publication: Journal of Environmental Engineering
Volume 130, Issue 8
Abstract
The hydraulic properties of compacted clay liners can be adversely affected by desiccation cracking. Previous studies evaluated the use of soil additives (such as lime, cement, and sand) for crack reduction. Initial results indicated that soil shrinkage was reduced. However, in many cases, the additives resulted in an increased hydraulic conductivity and decrease in soil plasticity. As a result, there is an increasing interest in the use of fiber reinforcement, which has shown successful results in concrete and other material applications. The present investigation focused on the impact of fiber reinforcement on the development of desiccation cracks in compacted clay samples, as well as the impact of the fiber additives on soil workability, compaction characteristics and hydraulic conductivity. The results of this study indicate that, for the soils of this investigation, the optimum fiber content necessary to achieve maximum crack reduction and maximum dry density, while maintaining acceptable hydraulic conductivity, is between 0.4 and 0.5%. The observed crack reduction for this range of fiber content was approximately 50%, as compared to the unamended soil sample. The maximum observed crack reduction was approximately 90%, for a fiber content of 0.8%. Although the crack reduction could be increased further by increasing the fiber content, the sample hydraulic conductivity increased significantly and the practical limits of mixture workability were exceeded.
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References
Al Wahab, R. M., and El-Kedrah, M. A. (1995). “Using fibers to reduce tension cracks and shrink/swell in a compacted clay.” Geoenvironment 2000, Geotechnical Special Publication No. 46, ASCE, New York, 791–805.
American Society for Testing and Materials (ASTM). (2000a). “Standard test methods for laboratory compaction characteristics of soil using standard effort.” D798-00a, Philadelphia.
American Society for Testing and Materials (ASTM). (2000b). “Test method for laboratory compaction characteristics of soil using modified effort.” D1557-00, Philadelphia.
American Society for Testing and Materials (ASTM). (2000c). “Standard test method for measurement of hydraulic conductivity of saturated porous materials using a flexible wall permeater.” D5084-00e1, Philadelphia.
Bosscher, P. J., and Connell, D. E.(1988). “Measurement and analysis of jointing properties in fine-grained soils.” J. Geotech. Eng., 114(7), 826–843.
Fredlund, D. G., and Rahardjo, H. (1993). Soil mechanics for unsaturated soils, Wiley, New York.
Freeze, R. A., and Cherry, J. (1979). Groundwater, Prentice–Hall, Englewood Cliffs, N.J.
Freitage, D. R.(1986). “Soil randomly reinforced with fibers.” J. Geotech. Eng., 112(8), 823–826.
Leung, M., and Vipulanandan, C. (1995). “Treating contaminated, cracked and permeable field clay with grouts.” Proc., Specialty Conf. on Geotechnical Practice in Waste Disposal, Geotechnical Special Publication, ASCE, New York, 829–843.
Maher, M. H., and Gray, D. H.(1990). “Static response of sands reinforced with randomly distributed fibers.” J. Geotech. Eng., 116(11), 1661–1677.
Maher, M. H., and Ho, Y. C.(1994). “Mechanical properties of kaolinite/fiber soil composite.” J. Geotech. Eng., 120(8), 1381–1393.
Miller, C. J.(1988). “Field investigation of clay liner movement.” Hazard. Waste Hazard. Mater., 5(3), 231–238.
Miller, C. J., Hong, M., and Yesiller, N.(1998). “Experimental analysis of desiccation crack propagation in clay liners.” J. Am. Water Resour. Assoc., 34(3), 677–684.
Miller, C. J., and Mishra, M.(1989). “Modeling of leakage through cracked clay liners—I: state of the art.” Water Resour. Bull., Am. Water Resour. Assoc., 25(3), 551–555.
Mitchell, J. K. (1993). Fundamentals of soil behavior, Wiley, New York.
Moncrieff, R. W. (1979). Man-made fibers, Newnes-Butterworths, U.K.
Morris, P. H., Graham, J., and Williams, D. J.(1992). “Cracking in drying soils.” Can. Geotech. J., 29, 263–277.
Nataraj, M. S., and McManis, K. L.(1997). “Strength and deformation properties of soil reinforced with fibrillated fibers.” Geosynthet. Int., 4(1), 65–79.
Omidi, G. H., Prasad, T. V., Thomas, J. C., and Brown, K. W.(1996). “Influence of amendments on the volumetric shrinkage and integrity of compacted clay soils used in landfill liners.” Water, Air, Soil Pollut., 86(1–4), 263–274.
Salim, I. A., Miller, C. J., and Howard, J. L.(1996). “Sorption isotherm-sequential extraction analysis of heavy metal retention in landfill liners.” Soil Sci. Soc. Am. J., 60(1), 107–114.
Synthetic Industries. (1998). Literature, Fibermesh Division, Chattanooga, Tenn.
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Copyright © 2004 American Society of Civil Engineers.
History
Received: Jun 17, 2003
Accepted: Jun 18, 2003
Published online: Jul 15, 2004
Published in print: Aug 2004
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