Prediction of Field Behavior of Reinforced Soil Wall Using Advanced Constitutive Model
This article has a reply.
VIEW THE REPLYThis article has a reply.
VIEW THE REPLYPublication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 131, Issue 6
Abstract
A geosynthetic-reinforced soil retaining wall using full-height concrete wall facing panel was constructed at Tanque Verde Road site for grade-separated interchanges in Tucson, Ariz. Numerical simulation of this wall was performed using a finite element code called DSC-SST-2D. The program allows for plane strain, plane stress, and axisymmetric idealizations including simulation of construction sequences. The wall was modeled as a plane strain, two-dimensional problem. Material parameters used in the analysis were obtained from experimental results from conventional triaxial compression tests for backfill soils and cyclic multidegree-of-freedom shear tests for interfaces. The soils and interfaces were modeled using the disturbed state concept and hierarchical single surface plasticity models, and the geogrid reinforcement was simulated by a linear elastic model. The interfaces between the reinforcement layers and soil were modeled using the thin layer element. The results of the finite element analysis were in good agreement with the measured field behavior of the wall. Comparison involved vertical and lateral stress transferred to reinforcements and wall face movements. It was found that the use of the unified constitutive model in a nonlinear finite element method provided satisfactory predictions for the field performance of the Tensar geogrid reinforced soil wall.
Get full access to this article
View all available purchase options and get full access to this article.
Acknowledgments
The financial support provided to Dr. K. E. El-Hoseiny by Menoufia University, Egypt, is gratefully acknowledged. Dr. A. F. Youssef provided valuable guidance and support. The research on the development of the CYMDOF device used herein was supported, in part, by the National Science Foundation, Washington, D.C., Grants Nos. UNSPECIFIEDCMS 9115316 and UNSPECIFIED9732811.
References
Bathurst, R. J., and Hatami, K. (1998). “Seismic response analysis of a geosynthetic-reinforced soil retaining wall,” Geosynthet. Int., 5(1–2), 127–166.
Berg, R. R., Bonaparte, R., Anderson, R. P., and Chouery, V. E. (1986). “Design, construction, and performance of two reinforced soil retaining walls.” Proc, 3rd International Conf. on Geotextiles, Vienna, Austria, Vol. 2, 401–406.
Christopher, B. R., Gill, S. A., Giroud, J. P., Juran, I., Mitchell, J. K., Schlosser, F., and Dunnicliff, J. (1989). “Reinforced soil structures.” Volume II. Summary of Research and System Information, Rep. No. FHWA-RD-89-043, Federal Highway Administration, McLean, Va., 158.
Collin, J. G. (1986). “Earth wall design.” PhD dissertation, Univ. of California, Berkeley, Calif.
Day, R. A., and Potts, D. M. (1994). “Zero thickness interface elements numerical stability and application.” Int. J. Numer. Analyt. Meth. Geomech., 18, 689–708.
Desai, C. S. (1998). “DSC-SST-2D: Computer code for static, dynamic, creep and thermal analysis—solid, structure and soil-structure problems.” User’s manuals, Tucson, Ariz.
Desai, C. S. (2001). Mechanics of materials and interfaces: The disturbed state concept, CRC, Boca Raton, Fla.
Desai, C. S., and Ma, Y. (1992). “Constitutive modeling of joints and interfaces by using disturbed state concept.” Int. J. Numer. Analyt. Meth. Geomech., 16(9), 623–653.
Desai, C. S., and Rigby, D. B. (1997). “Cyclic interface and joint shear device including pore pressure effects.” J. Geotech. Geoenviron. Eng., 123(6), 568–579.
Desai, C. S., Zaman, M., Lightner, J. G., and Siriwardane, H. J. (1984). “Thin-layer element for interfaces and joints.” Int. J. Numer. Analyt. Meth. Geomech., 18, 19–43.
Federal Highway Administration (FHWA). (1997). “Mechanically stabilized earth walls and reinforced soil slopes, design and construction guidelines.” Report Demonstration Project 82, Washington, D.C.
Fishman, K. L., and Desai, C. S. (1991). “Response of a geogrid earth reinforced retaining wall with full height precast concrete facing.” Proc., Geosynthetics,—91, Atlanta, 691–700.
Fishman, K. L., Desai, C. S., and Berg, R. R. (1991). “Geosynthetic-reinforced soil wall: history.” Transportation Research Record. 1330, Transportation Research Board, Washington, D.C., 30–39.
Fishman, K. L., Desai, C. S., and Sogge, R. L. (1993). “Field behavior of instrumented geogrid soil reinforced wall.” J. Geotech. Eng., 119(8), 1293–1307.
Gens, A., Carol, I., and Alonso, E. E. (1989). “An interface element formulation for the analysis of soil-reinforcement interaction.” Comput. Geotech., 7, 133–151.
Goodman, R. E., Taylor, R. L., and Brekke, T. L. (1968). “A model for the mechanics of jointed rock.” J. Soil Mech. Found. Div., 94(3), 637–669.
Hatami, K., Bathurst, R. J., and Di Pietro, P. (2001). “Static response of reinforced soil retaining walls with nonuniform reinforcement.” Int. J. Geomech., 1(4), 477–506.
Herrmann, L. R., Welch, K. R., and Lim, C. K. (1984). “Composite FEM analysis for layered systems.” J. Geotech. Eng. Div., Am. Soc. Civ. Eng., 110(9), 1284–1302.
Holtz, R. D., Christopher, B. R., and Berg, R. R. (1997). Geosynthetic engineering, BiTech Ltd., Vancouver, Canada.
Jewell, R. A., Milligan, G. W. E., Sarby, R. W., and Dobois, D. (1984). “Interaction between soil and geogrids.” Proc., Symp. on Polymer Grid Reinforcement in Civil Engineering, Science and Engineering Research Council, and Netlon Ltd., London, 11–17.
Leshchinsky, D. (1992). “Discussion: Strain compatibility analysis for geosynthetics reinforced soil walls.” J. Geotech. Eng., 188(5), 816–819.
Pima County Dept. of Transportation and Flood Control District, (1986). “Tensar earth-reinforced wall monitoring at Tanque Verde-Wrightstown-Pantano Roads, Tucson, Arizona.” Desert Earth Engineering Preliminary Rep., Tucson, Ariz.
Romstad, K. M., Herrmann, L. R., and Shen, C. K. (1976). “Integrated study of reinforced earthII: Behavior and design.” J. Geotech. Eng. Div., Am. Soc. Civ. Eng., 102(6), 577–590.
Rowe, R. K., and Ho, S. K. (1992). “A review of the behavior of reinforced soil walls.” Preprint Special and Keynote Lecture, Proc., International Symp. on Earth Reinforcement Practice, A. A. Balkema, Rotterdam, The Netherlands, 47–76.
United States Department of Transportation. (1989). “Tensar Geogrid Reinforced Soil Wall.” Experimental Project 1, Ground Modification Techniques, FHWA-EP-90-001-005, Washington, D.C.
Wu, J. T. H. (1992). “Predicting performance of the denver walls: General report.” Geosynthetic-reinforced soil retaining walls, A. A. Balkema, Rotterdam, The Netherlands, 3–20.
Wu, J. T. H., and Lin, J. C. (1991). “Analysis and design of geotextile reinforced earth walls.” Final Rep. to Colorado Dept. of Highways, Dept. of Civil Engineering, Univ. of Colorado, Denver.
Yi, C. T., Chan, D. H., and Scott, J. D. (1995). “A large slippage finite element model for geosynthetics interface modeling.” Proc., Geosynthetics’ 95, Nashville, Tenn., Vol. 1, 93–104.
Information & Authors
Information
Published In
Copyright
© 2005 ASCE.
History
Received: Mar 7, 2003
Accepted: Aug 26, 2004
Published online: Jun 1, 2005
Published in print: Jun 2005
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.