Benson, C. (1993), Probability Distributions for Hydraulic Conductivity of Compacted Soil Liners, J. of Geotech. Eng., ASCE, 119(3), 471-486.[pdf]

Benson, C. (1994), Research Developments in Clay Liner Construction, Proc. 32nd Annual International Solid Waste Exposition, Solid Waste Association of North America, Silver Spring, MD, 81-93. (invited)

Benson, C. (1988), Index Tests for Evaluating the Effect of Leachate on Compacted Soil Liners, Proc. Second International Symposium on Environmental Geotechnology , Shanghai, China, 222-228. NOTE---year changed to 1988

Benson, C., Abichou, T., and Jo, H. (2004), Forensic Analysis of Excessive Leakage from Lagoons Lined with a Composite GCL, Geosynthetics International , 11(3), 242-252. [pdf]

Benson, C. and Charbeneau, R. (1991), Reliability Analysis of Time of Travel in Earthen Landfill Liners, Geotechnical Congress 1991, ASCE, GSP No. 27, 456-467. [pdf]

Benson, C. and Daniel, D. (1990), Influence of Clods on the Hydraulic Conductivity of Compacted Clay, J. of Geotech. Eng., ASCE, 116(8), 1231-1248. [pdf]

Benson, C. and Daniel, D. (1994), Minimum Thickness of Compacted Soil Liners: I-Stochastic Models, J. of Geotech. Eng., ASCE, 120(1), 129-152. [pdf]

Benson, C. and Daniel, D. (1994), Minimum Thickness of Compacted Soil Liners: II-Analysis and Case Histories, J. of Geotech. Eng., ASCE, 120(1), 153-172. (Middlebrooks Award) [pdf]

Benson, C., Daniel, D., and Boutwell, G. (1999), Field Performance of Compacted Clay Liners, J. of Geotech. and Geoenvironmental Eng., ASCE, 125(5), 390-403. [pdf]

Benson, C. and Edil, T. (2004) Comment on ³A Polymer Membrane Containing Fe0 as a Contaminant Barrier² by T. Shimitori et al., Environ. Science and Tech., 38(19), 5263. [pdf]

Benson, C., Hardianto, F., Motan, E., and Mussatti, D. (1992), Comparison of Laboratory and In Situ Hydraulic Conductivity Tests on a Full-Scale Test Pad, Mediterranean Conference on Environmental Geotech., Cesme, Turkey, May 25-27, 219-228.

Benson, C., Hardianto, F., and Motan, E. (1994), Representative Specimen Size for Hydraulic Conductivity of Compacted Soil Liners, Hydraulic Conductivity and Waste Containment Transport in Soils , STP 1142, ASTM, S. Trautwein and D. Daniel, Eds., 3-29.

Benson, C., Zhai, H., and Wang, X. (1994), Estimating the Hydraulic Conductivity of Compacted Clay Liners, J. of Geotech. Eng., ASCE, 120(2), 366-387. [pdf]

Benson, C., Tinjum, J., and Hussin, C. (1995), Leakage Rates Through Geomembranes Containing Holes, Geosynthetics 95, Industrial Fabrics Assoc. Intl., St. Paul 745-758. [pdf]

Bergstrom, W., Creamer, P., Petrusha, H., and Benson, C. (1994), Field Performance of Double Liner Test Pad, Geoenvironment 2000 , GSP No. 46, ASCE, 608-623. [pdf]

Daniel, D. and Benson, C. (1990), Water Content-Density Criteria for Compacted Soil Liners, J. of Geotech. Eng., ASCE, 116(12), 1811-1830.

Foose, G., Benson, C., and Edil, T. (1996), Evaluating the Effectiveness of Landfill Liners, Proc. 2nd International Conference on Environmental Geotechnics, Osaka, Japan, 217-221.

Foose, G., Benson, C., and Edil, T. (1999), Equivalency of Composite Geosynthetic Clay Liners as a Barrier to Volatile Organic Compounds, Geosynthetics 99 , International Fabrics Association International, St. Paul, MN, 321-334. [pdf]

Foose, G., Benson, C., and Edil, T. (2001), Analytical Methods for Predicting Concentration and Mass Flux from Composite Landfill Liners, Geosynthetics International, 8(6), 551-575 [pdf]

Foose, G., Benson, C., and Edil, T. (2001), Predicting Leakage Through Composite Landfill Liners, J. of Geotech. and Geoenvironmental Eng., ASCE, 127(6), 510-520. [pdf]

Foose, G., Benson, C., and Edil, T. (2002), Comparison of Solute Transport in Three Composite Landfill Liners, J. of Geotech. and Geoenvironmental Eng., ASCE, 128(5), 391-403. [pdf]

Gulec, S., Benson, C., and Edil, T. (2003), Effects of Acid Mine Drainage on the Engineering Properties of Geosynthetics, Tailings and Mine Waste ¹03 , Swets & Zeitlinger, Lisse, 173-179. [pdf]

Gulec, S., Benson, C., and Edil, T. (2005), Effect of Acidic Mine Drainage (AMD) on the Mechanical and Hydraulic Properties of Three Geosynthetics, J. of Geotech. and Geoenvironmental Eng., ASCE, 131, in press. [pdf]

Gulec, S., Edil, T., and Benson, C. (2004), Effect of Acidic Mine Drainage (AMD) on the Polymer Properties of an HDPE Geomembrane, Geosynthetics International, 11(2), 60-72. [pdf]

Hardianto, F. and Benson, C. (1993), Effect of Specimen Size on Hydraulic Conductivity Measurement of Compacted Soil Liners, Proceedings ASCE Annual Florida Section Meeting , Sept. 9-11, Orlando, 1-12.

Katsumi, T., Benson, C., Foose, G., and Kamon, M. (1999), Calculating Chemical Leakage from Landfill Bottom Liners, Proc. 34^th Annual Conference, Japanese Geotechnical Society, Tokyo.

Katsumi, T., Benson, C., Foose, G., and Kamon, M. (1999), Evaluation of the Performance of Landfill Liners, J. of the Japan Society of Waste Management, 10(1), 75-85.

Katsumi, T., Benson, C., Foose, G., and Kamon, M. (1999), Performance-Based Method for Analyzing Landfill Liners, Geoenvironmental Engineering, R. Yong and H. Thomas, Eds., British Geotechnical Society, Thomas Telford Publishers, London, 21-28.

Katsumi, T., Benson, C., Foose, G., and Kamon, M. (2001), Performance-Based Design of Landfill Liners, Engineering Geology, 60, 139-148. [pdf]

Wang, X. and Benson, C. (1999), Hydraulic Conductivity Testing of Geosynthetic Clay Liners Using the Constant Volume Method, Geotechnical Testing J., ASTM, 22(4), 277-283.