Chapter
Mar 21, 2019
Eighth International Conference on Case Histories in Geotechnical Engineering

Stresses in Soil-Bentonite Slurry Trench Cutoff Wall

Publication: Geo-Congress 2019: Geoenvironmental Engineering and Sustainability (GSP 312)

ABSTRACT

Soil bentonite (SB) slurry trench cutoff walls have been widely used for over 40 years to control ground water flow through and beneath dams and levees and to control subsurface contaminant transport at contaminated sites. The idea that the state-of-stress in SB slurry trench cutoff walls is less than geostatic was first published over 30 years ago and it is well established that the hydraulic conductivity of SB backfill is stress dependent. With funding from the National Science Foundation, a full-scale, instrumented SB slurry trench cutoff wall was constructed with embedded instrumentation that directly measures the stress and pore pressure in three dimensions at multiple depths and locations. These data have been synthesized and the authors compare the results of stress measurements in this wall with various models. Finally, the authors provide summary opinions and practical recommendations for the design and construction of SB walls.

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Acknowledgements

The authors gratefully acknowledge the support of the National Science Foundation (Award # 1463198) that enabled this research project and contributions of the co-Pi’s on the project, Professors Michael Malusis and Robert Jacob. The authors would also like to acknowledge the contributions of CETCO which donated the bentonite for this project, Central Builders Supply which provided onsite support during construction and the study location, and Geo-Solutions, Inc. which performed the construction. In addition, the authors acknowledge the Jeffrey C Evans Geotechnical Engineering Laboratory endowment, established through the generosity of Michael and Laureen Costa, which was used to provide financial support for the students and faculty and Dr. Yu-Ling Yang during her post-doc appointment at Bucknell University. Special thanks are also given to James Gutelius, Director of Bucknell's Civil Engineering Laboratories for his numerous contributions to this project and to Professor Alan Marchiori for his contributions to the data acquisition and transmission. Contributing students include Landon Barlow, Minwoo Cho, Ushma Manadhar, Brian Ward, Tyler Zbytek, Max Ororbia, Fernando Andrade Orellana Alves, and Nancy Ingabire Abayo. Finally, the authors appreciate the detailed reviews and helpful comments received as part of ASCE’s peer review process.

REFERENCES

Evans, J. C., Fang, H. Y., and Kugelman, I. J., "Containment of Hazardous Materials with Soil-Bentonite Slurry Walls," Proceedings of the 6th National Conference on the Management of Uncontrolled Hazardous Waste Sites, Washington, D. C., November, 1985, pp. 249-252.
Evans, J. C. Costa, M. and Cooley, B., "The State of Stress is Soil-Bentonite Slurry Trench Cutoff Walls," ASCE Specialty Conference on Characterization, Containment, Remediation and Performance in Environmental Geotechnics, The Geoenvironment 2000, ASCE Geotechnical Special Publication No. 46, February, 1995.
Evans, J.C. and Ruffing, D.G. (2017) “Design and Construction of an Experimental Soil-Bentonite Cutoff Wall.” ASCE Geotechnical Frontiers 2017, ASCE GSP 277, pp. 164-174.
Evans, J. C., Yang, Y.-L., and Ruffing, D.G. (2018) Vane Shear Tests to Evaluate In Situ Stress State of a Soil-Bentonite Slurry Trench Wall, Proceedings of the 8thInternational Congress on Environmental Geotechnics, Hangzhou, China, October 28 to November 1, 2018.
Evans, J. C., Ororbia, M., Gutilius, J., Ruffing, D.G., Barlow, L., Malusis, M.A. (2017) “Soil-bentonite slurry trench cutoff wall lateral deformations, consolidation, stress transfer and hydraulic conductivity” Proceedings of the 2ndSymposium on Coupled Phenomena in Environmental Geotechnics (CPEG2), Leeds, UK.
Filz, G.M. (1996). “Consolidation stresses in soil-bentonite back-filled trenches.” Proc., 2nd Int. Congress on Env. Geotechnics, M. Kamon, Ed., Osaka/Japan, 497-502.
Li, Y-C., Cleall, P.J., Wen, Y-D., Chen, Y-Mi. and Pan, Q. (2015) “Stresses in soil-bentonite slurry trench cutoff walls” Geotechnique 65 (10), pp. 843-850
Malusis, M.A., Evans, J.C., Jacob, R.W., Ruffing, D.G., Barlow, L.C., and Marchiori, A.M. (2002) “Construction and Monitoring of an Instrumented Soil-Bentonite Cutoff Wall: Field Research Case Study, Proceedings of the 29th Central Pennsylvania Geotechnical Conference, Hershey, PA, January.
Ruffing, D. G., and Evans, J.C., (2015) “Strength and Stress Estimation in Soil Bentonite Slurry Trench Cutoff Walls using Cone Penetration Test Data.” The International Foundations Congress and Equipment Expo, San Antonio Texas ASCE GSP 256, pp. 2567-2576.
Ruffing, D. G., and Evans, J. C., “In Situ Evaluation of a Shallow Soil Bentonite Slurry Trench Cutoff Wall”Proceedings of the 6thInternational Congress on Environmental Geotechnics, New Delhi, India, November 8-12, 2010, Tata McGraw-Hill ISBN 13:9780070707108, pp. 758-763.
Ruffing, D. G., Evans, J. C., and Malusis, M. A., (2010) “Prediction of Earth Pressures in Soil-Bentonite Cutoff Walls,” ASCE GeoFlorida 2010 Advances in Analysis, Modeling and Design GSP 199,pp. 2416-2425.

Information & Authors

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Published In

Go to Geo-Congress 2019
Geo-Congress 2019: Geoenvironmental Engineering and Sustainability (GSP 312)
Pages: 177 - 184
Editors: Christopher L. Meehan, Ph.D., University of Delaware, Sanjeev Kumar, Ph.D., Southern Illinois University Carbondale, Miguel A. Pando, Ph.D., University of North Carolina Charlotte, and Joseph T. Coe, Ph.D., Temple University
ISBN (Online): 978-0-7844-8214-8

History

Published online: Mar 21, 2019
Published in print: Mar 21, 2019

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Authors

Affiliations

Jeffrey C. Evans, Ph.D., F.ASCE [email protected]
P.E., D.GE
Professor of Civil and Environmental Engineering, Bucknell Univ., Lewisburg, PA 17837. E-mail: [email protected]
Daniel Ruffing, M.ASCE [email protected]
P.E.
Engineering Manager, Geo-Solutions, Inc., 1250 Fifth Ave., New Kensington, PA 15068. E-mail: [email protected]

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