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Reinforcement of Poorly Draining Soils

Participants: YoungCheol Kang, Sidnei Teixeira, Sean Sanchez

Description: This project involves pullout of geogrid from saturated and unsaturated cohesive soils. In addition, the effect of in-plane drainage, used along geogrid reinforcement, on the generation of pore pressures during shearing is investigated.

References:

Christopher, B.R., Zornberg, J.G., and Mitchell, J.K. (1998). “Design Guidance for Reinforced Soil Structures with Marginal Soil Backfills.” Proceedings of the Sixth International Conference on Geosynthetics, Atlanta, Georgia, March 1998, Vol. 2, pp. 797-804.

Zornberg, J.G., Sitar, N., and Mitchell, J.K. (1995). Design of Geosynthetically Reinforced Embankments using Decomposed Granite as Backfill Material. Geotechnical Research Report No. UCB/GT/95-02, December 1995, Department of Civil Engineering, University of California, Berkeley, California Department of Transportation Report FHWA/CA/TL-96-02, Sacramento, California, 52 p.

Zornberg, J.G., Christopher, B.R., and Mitchell, J.K. (1995). “Performance of a Geotextile-Reinforced Slope using Decomposed Granite as Backfill Material.” Proceedings of the 2nd Brazilian Symposium on Geosynthetics, São Paulo , Brazil , July 1995, pp. 19-29.

Zornberg, J.G., Barrows, R.J., Christopher, B.R., and Mitchell, J.K. (1995). “Constructing a Geotextile-Reinforced Slope.” Geotechnical Fabrics Report, Vol. 13, No. 7, September 1995, pp. 26-28.

Zornberg, J.G., Barrows, R.J., Christopher, B.R., and Wayne, M.H. (1995). “Construction and Instrumentation of a Highway Slope Reinforced with High Strength Geotextiles.” Proceedings of the Geosynthetics ’95 Conference, Nashville, Tennessee, February 1995, Vol. 1, pp. 13-27.

Mitchell, J.K., and Zornberg, J.G. (1995). “Reinforced Soil Structures with Poorly Draining Backfills. Part II: Case Histories and Applications.” Geosynthetics International, Vol. 2, No. 1, pp. 265-307.

Zornberg, J.G., and Mitchell, J.K. (1994). “Reinforced Soil Structures with Poorly Draining Backfills. Part I: Reinforcement Interactions and Functions.” Geosynthetics International, Vol. 1, No. 2, pp. 103-148.

Benjamim, C.V.S., Bueno, B.S., Zornberg, J., and McCartney, J. (2004). “Field and Modeling Results of a Non-woven Geotextile Reinforced Soil Retaining Wall.” Int. Conference on the Use of Geosynthetics in Soil Reinforcement and Dynamics. Schloss Pillnitz, Dresden, Germany.

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Jorge G. Zornberg

Professor and Joe J. King Chair in Engineering

The University of Texas at Austin
Civil, Architectural and Environmental Engineering Department-GEO

301 E. Dean Keeton St.
Room ECJ 9.227G
Austin, TX 78712

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