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Publication Number: FHWA-HRT-10-077
Date: July 2013

 

Composite Behavior of Geosynthetic Reinforced Soil Mass

REFERENCES

  1. Adams, M., Nicks, J., Stabile, T., Wu, J., Schlatter, W., and Hartmann, J. (2012). Geosynthetic Reinforced Soil Integrated Bridge System Interim Implementation Guide, Report No. FHWA-HRT-11-026, Federal Highway Administration, Washington, DC.

  2. Wu, J.T.H. (1994). Design and Construction of Low Cost Retaining Walls: The Next Generation in Technology, Report No. CTI-UCD-1-94, Colorado Transportation Institute, Denver, CO.

  3. Holtz, R.D., Christopher, B.R., and Berg, R. (1997). Geosynthetic Engineering, BiTech Publishers, Ltd., Richmond, BC.

  4. Bathurst R.J., Cai, Z., Alfaro, M., and Pelletier, M. (1997). “Seismic Design Issues for Geosynthetic Reinforced Segmental Retaining Walls,” Proceedings of the International Symposium on Mechanically Stabilized Backfill, J.T.H. Wu (Ed.), Balkema, Rotterdam, Netherlands.

  5. Wu, J.T.H. (2001). Revising the AASHTO Guidelines for Design and Construction of GRS Walls, Report No. CDOT-DTD-R-2001-6, Colorado Department of Transportation, Denver, CO.

  6. Adams, M.T. (1997). “Performance of a Prestrained Geosynthetic Reinforced Soil Bridge Pier,” Proceedings of the International Symposium on Mechanically Stabilized Backfill, J.T.H. Wu (Ed.), Balkema, Rotterdam, Netherlands.

  7. Adams, M.T., Ketchart, K., and Wu, J.T.H. (2007). “Mini Pier Experiments: Geosynthetic Reinforcement Spacing and Strength as Related to Performance,” Proceedings of Geo-Denver 2007, American Society of Civil Engineers, Denver, CO.

  8. Rowe, P.W. (1954). “A Stress-Strain Theory for Cohesionless Soil with Applications to Earth Pressures at Rest and Moving Walls,” Geotechnique, 4(2), 70–88, Institution of Civil Engineers, London, United Kingdom.

  9. Broms, B. (1971). ”Lateral Earth Pressure Due to Compaction of Cohesionless Soils,” Proceedings, 4th Budapest Conference on Soil Mechanics and Foundation Engineering, 373–384, Akademiai Kiado, Budapest.

  10. Aggour, M.S. and Brown, C.B. (1974). “The Prediction of Earth Pressure on Retaining Walls Due to Compaction,” Geotechnique, 24(4), 489–502, Institution of Civil Engineers, London, United Kingdom.

  11. Seed, R.M. (1983). Compaction-Induced Stresses and Deflections on Earth Structure, PhD Thesis, University of California, Berkeley, CA.

  12. Duncan, J.M. and Seed, R.M. (1986). “Compaction-Induced Earth Pressures Under Ko-Conditions,” Journal of Geotechnical Engineering, 112(1), 1–22, American Society of Civil Engineers, Reston, VA.

  13. Duncan, J.M., Williams, G.W., Sehn, A.L., and Seed R.M. (1991). “Estimation Earth Pressures Due to Compaction,” Journal of Geotechnical Engineering, 117(12), 1833–1847, American Society of Civil Engineers, Reston, VA.

  14. Duncan, J.M., Williams, G.W., Sehn, A.L., and Seed R.M. (1993). “Closure to Estimation Earth Pressures Due to Compaction,” Journal of Geotechnical Engineering, 119(7), 1172–1177, American Society of Civil Engineers, Reston, VA.

  15. Katona, M.G. (1978). “The Analysis of Long Span Culverts by the Finite Element Method,” Transportation Research Record 678, 59–66, Transportation Research Board, Washington, DC.

  16. Hatami, K. and Bathurst, R.J. (2005). “Development and Verification of a Numerical Model for the Analysis of Geosynthetic Reinforced-Soil Segment Walls,” Canadian Geotechnical Journal, 42(4), 1066–1085, NRC Research Press, Ottawa, ON.

  17. Hatami K. and Bathurst R.J. (2006). “Numerical Model for Reinforced Soil Segmental Walls Under Surcharge Loading,” Journal of Geotechnical and Geoenvironmental Engineering, 132(6), 673–684, American Society of Civil Engineers, Reston, VA.

  18. Morrison, K.F., Harrison, F.E., Collin, J.G., Dodds, A., and Arndt, B. (2006). Shored Mechanically Stabilized Earth (SMSE) Wall Systems Design Guidelines, Report No. FHWA-CFL/TD-06-001, Federal Highway Administration, Lakewood, CO.

  19. Jewell, R.A. and Milligan, G.W. (1989). “Deformation Calculation for Reinforced Soil Walls,” International Conference on Soil Mechanics and Foundation Engineering, 1259–1262.

  20. Ketchart, K. and Wu, J.T.H. (2001). Performance Test for Geosynthetic Reinforced Soil Including Effects of Preloading, Report No. FHWA-RD-01-018, Federal Highway Administration, Washington, DC.

  21. Yang, Z. (1972). Strength and Deformation Characteristics of Reinforced Sand, PhD. Thesis, University of California at Los Angeles, Los Angeles, CA.

  22. Yang, Z. and Singh, A. (1974). Strength and Deformation Characteristics of Reinforced Sand, International Meeting on Water Resources Engineering, Los Angeles, CA.

  23. Ingold, T.S. (1982). Reinforced Earth, Thomas Telford Ltd., London, United Kingdom.

  24. Athanasopoulos, G.A. (1994). “On the Enhanced Confining Pressure Approach to the Mechanics of Reinforced Soil,” Geotechnical and Geological Engineering 12, 122–132, Springer, Netherlands.

  25. Schlosser, F. and Long, N.T. (1974). ”Recent Results in French Research on Reinforced Earth,” Journal of Construction Division, 100, 223–237, American Society of Civil Engineers, Reston, VA.

  26. Hausmann, M.R. (1976). “Strength of Reinforced Earth,” ARRB Proceedings, 8, ARRB Group, Melbourne, Australia.

  27. Gray, D.H. and Ohashi, H. (1983). “Mechanics of Fiber Reinforcement in Sand,” Journal of Geotechnical Engineering, 109, 335–353, American Society of Civil Engineers, Reston, VA.

  28. Maher, M.H. and Woods, R.D. (1990). “Dynamic Response of Sand Reinforced with Randomly Distributed Fibers,” Journal of Geotechnical Engineering, 116, 1116–1131, American Society of Civil Engineers, Reston VA.

  29. Athanasopoulos, G.A. (1993). “Effect of Particle Size on the Mechanical Behavior of Sand-Geotextile Composite,” Geotextiles and Geomembranes, 12, 255–273, International Geosynthetics Society, West Palm Beach, FL.

  30. Elton, D.J. and Patawaran, M.A.B. (2004). “Mechanically Stabilized Earth Reinforcement Tensile Strength from Tests of Geotextile-Reinforced Soil,” Journal of the Transportation Research Board 1868, 81–88, National Research Council, Washington, DC.

  31. Elton, D.J. and Patawaran, M.A.B. (2005). Mechanically Stabilized Earth (MSE) Reinforcement Tensile Strength from Tests of Geotextile Reinforced Soil, Report to the Alabama Highway Research Center, Auburn University, Auburn, AL.

  32. Bassett, A.K. and Last, N.C. (1978). “Reinforcing Earth Below Footings and Embankments,” Proceedings of the ASCE Spring Convention and Exhibit, Pittsburgh, PA.

  33. Broms, B. (1977). “Triaxial Tests with Fabric-Reinforced Soil,” Proceedings of the International Conference on the Use of Fabric in Geotechnics, 3, 129–134, Paris, France.

  34. Gray, D.H. and Al-Refeai, T.O. (1986). “Behavior of Fabric- Versus Fiber-Reinforced Sand,” Journal of Geotechnical Engineering Division, 112(GT8), 804–820, American Society of Civil Engineers, Reston, VA.

  35. Ziegler, M., Heerten, G., and Ruiken. G. (2008). Progress in the Understanding of Geosynthetic/Soil Composite Material Behaviour in Geosynthetic Reinforced Earth Structures, Presented at The First Pan American Geosynthetics Conference and Exhibition, Cancun, Mexico.

  36. Lee, W.F. (2000). Internal Stability Analyses of Geosynthetic Reinforced Retaining Walls, Ph.D. Thesis, University of Washington, Seattle, WA.

  37. Chen, T.C, Chen, R.H, and Lin, S.S. (2000). “A Nonlinear Homogenized Model Applicable to Reinforced Soil Analysis,” Geotextile and Geomembranes, 18, 349–366, International Geosynthetics Society, West Palm Beach, FL.

  38. Holtz, R.D. and Lee, W.F. (2002). Internal Stability Analyses of Geosynthetic Reinforced Retaining Walls, Report No. WA-RD 532.1, Washington State Department of Transportation, Olympia, WA.

  39. Zhang, M.X., Javadi, A.A., Lai, Y.M., and Sun, J. (2006). “Analysis of Geosynthetic Reinforced Soil Structures with Orthogonal Anisotropy,” Geotechnical and Geological Engineering, 24, 903–917, Springer, Netherlands.

  40. Vulova, C. and Leshchinsky, D. (2003). Effect of Geosynthetic Reinforcement Spacing on the Performance of Mechanically Stabilized Earth Walls, Report No. FHWA-RD-03-048, Federal Highway Administration, McLean, VA.

  41. Itasca International, Inc. (1998). FLAC3D, Fast Lagrangian Analysis of Continua in 3 Dimensions, Version 3.40, Arlington, VA.

  42. Terzaghi, K. (1943). “Large Retaining Wall Tests (I): Pressure of Dry Sand,” Engineering News Record, 112, 136–140, McGraw Hill Construction, New York, NY.

  43. Seed, R.M. and Duncan, J.M. (1986). “FE Analyses: Compaction-Induced Stresses and Deformations,” Journal of Geotechnical Engineering, 112(1), 23–43, American Society of Civil Engineers, Reston, VA.

  44. Schmidt, B. (1967). “Lateral Stresses in Uniaxial Strain,” Bulletin No. 23, 5–12, Danish Geotechnical Institute, Copenhagen, Denmark.

  45. Ingold, T.S. (1979). “The Effect of Compaction on Retaining Walls,” Geotechnique, 29(3), 265–283, Institution of Civil Engineers, London, United Kingdom.

  46. Ehrlich, M. and Mitchell, J.K. (1994). “Working Stress Design Method for Reinforced Soil Walls,” Journal of Geotechnical Engineering, 120(4), 625–645, American Society of Civil Engineers, Reston, VA.

  47. Jaky, J. (1944). “The Coefficient of Earth Pressure at Rest,” Journal of the Society of Hungarian Architects and Engineering, 355–358, Budapest, Hungary.

  48. Gotteland, P., Gourc, J.P., and Villard, P. (1997). “Geosynthetics Reinforced Structures as Bridge Abutments: Full Scale Experimentation and Comparison with Modelisations,” Mechanically Stabilized Backfill, J.T.H. Wu (Ed.), 25–34, A.A. Balkema, Rotterdam, Netherlands.

  49. Tatsuoka, F. (1993). “Roles of Facing Rigidity in Soil Reinforcing,” Earth Reinforcement Practice, Ochiai, Hayashi, and Otani (Eds.), 831–867, A.A. Balkema, Rotterdam, Netherlands.

  50. Rowe, R.K. and Ho, S.K. (1998). “Horizontal Deformation in Reinforced Soil Walls,” Canadian Geotechnical Journal, 35, 312–327, NRC Research Press, Ottawa, ON.

  51. Helwany, M.B., Tatsuoka, F., Tateyama, M., and Kojima, K. (1996). “Effects of Facing Rigidity on the Performance of Geosynthetic-Reinforced Soil Retaining Walls,” Soil and Foundations, 36(1), 27–38, Japanese Geotechnical Society, Tokyo, Japan.

  52. Bathurst, R.J., Vlachopoulos, N., Walters, D.L., Burgess, P.G., and Allen, T.M. (2006). “The Influence of Facing Stiffness on the Performance of Two Geosynthetic Reinforced Soil Retaining Walls,” Canadian Geotechnical Journal, 43, 1225–1237.

  53. Christopher, B.R., Gill, S.A., Giroud, J.P, Mitchell, J.K., Schlosser, F., and Dunnicliff J. (1989). Reinforced Soil Structures Vol. 1: Design and Construction Guidelines, Report No. FHWA-RD-89-043, Federal Highway Administration, Washington, DC.

  54. Giroud, J.P. (1989). Geotextile Engineering Workshop-Design Examples, Report No. FHWA-HI-89-002, Federal Highway Administration, Washington, DC.

  55. Macklin, P.M. (1994). A Comparison of Five Methods for Calculation Lateral Deformation of Geosynthetic Reinforced Soil (GRS) Walls, Master Thesis, University of Colorado at Denver, Denver, CO.

  56. Jewell, R.A. (1988). “Reinforced Soil Wall Analysis and Behavior,” The Application of Polymeric Reinforcement in Soil Retaining Structures, NATO Advanced Research Workshop, Kluwer, Netherlands.

  57. Ho, S.K. and Rowe, R.K. (1997). “Effect of Wall Geometry on the Behavior of Reinforced Soil Walls,” Geotextiles and Geomembranes 14, 521–541, International Geosynthetics Society, West Palm Beach, FL.

  58. Rowe, R.K. and Ho, S.K. (1993). “Some Insights into Reinforced Wall Behavior on Finite Element Analysis,” Earth Reinforcement Practice, Ochiai, Hayashi, and Otani (Eds.), 485–490, A.A. Balkema, Rotterdam, Netherlands.

  59. American Association of State Highway and Transportation Officials. (2002). Standard Specifications for Highway Bridges, 17th Ed., Washington, DC.

  60. Allen, T.M. and Bathurst, R.J. (2001). Application of the Ko-Stiffness Method to Reinforced Soil Wall Limit State Design, Final Research Report to Washington State Department of Transportation, Seattle, WA.

  61. Jewell, R.A. (1990). Strength and Deformation in Reinforced Soil Design, Presented at the Fourth International Conference on Geotextiles, Geomembranes, and Related Products, The Hague, Netherlands.

  62. Elias, V. and Christopher, B.R. (1996). Mechanically Stabilized Earth Walls and Reinforced Soil Slope Design and Construction Guidelines, Report No. FHWA-SA-96-071, Federal Highway Administration, Washington, DC.

  63. Abramento, M. and Whittle, A.J. (1993). “Shear-Lag Analysis of Planar Soil Reinforcement in Plane-Strain Compression,” Journal of Engineering Mechanics, 119(2), 270–291, American Society of Civil Engineers, Reston, VA.

  64. Huang, C. and Tatsuoka, F. “Bearing Capacity of Reinforced Horizontal Sandy Ground,” Geotextiles and Geomembranes, 9(1), 51–82, International Geosynthetics Society, West Palm Beach, FL.

  65. Wu, J.T.H. (1992). “Measured Behavior of the Denver Walls,” International Symposium on Geosynthetic-Reinforced Soil Retaining Walls, 31–41, A.A. Balkema, Rotterdam, Netherlands.

  66. Wu, J.T.H. and Helwany, S. (2001). “Examining the Effects of Reinforcement in U.S. Forest Service Deep-Patch Landslide Repair Technique: Full-Scale Model Tests,” Transportation Research Record 1772, 203–210, Transportation Research Board, Washington, DC.

  67. Ketchart, K. and Wu, J.T.H. (2002). “A Modified Soil-Geosynthetic Interactive Performance Test for Evaluating Deformation Behavior of GRS Structures,” ASTM Geotechnical Testing Journal, 25(4), 405–413, ASTM International, West Conshohocken, PA.

  68. Ketchart, K. and Wu, J.T.H. (1997). Loading Test of a GRS Wall Reinforced with a AMOCO Geotextile, Research Report, Department of Civil Engineering, University of Colorado at Denver, Denver, CO.

  69. AASHTO M-145. (2008). Standard Specification for Classification of Soils and Soil-Aggregate Mixtures for Highway Construction Purposes, American Association of State Highway Transportation Officials, Washington, DC.

  70. ASTM D2487. (2011). “Standard Practice for Classification of Soils for Engineering Purposes (Unified Soil Classification System),” Annual Book of Standards Volume 4.08, ASTM International, West Conshohocken, PA.

  71. ASTM D4632. (2008). “Standard Test Method for Grab Breaking Load and Elongation of Geotextiles,” Annual Book of Standards Volume 4.13, ASTM International, West Conshohocken, PA.

  72. ASTM D4595. (2006). “Standard Test Method for Tensile Properties of Geotextiles by the Wide-Width Strip Method,” Annual Book of Standards Volume 4.13, 40–50, ASTM International, West Conshohocken, PA.

  73. ASTM D4833. (2007). “Standard Test Method for Index Puncture Resistance of Geomembranes and Related Products,” Annual Book of Standards Volume. 4.13, ASTM International, West Conshohocken, PA.

  74. ASTM D4533. (2011). “Standard Test Method for Trapezoid Tearing Strength of Geotextiles,” Annual Book of Standards Volume 4.13, ASTM International, West Conshohocken, PA.

  75. Wu, J.T.H. and Ketchart, K. (2008). Investigating Failure of a Geosynthetic-Reinforced Soil Wall in Black Hawk, Colorado, Presented at the Sixth International Conference on Case Histories in Geotechnical Engineering, Arlington, VA.

  76. Wu, J.T.H., Lee, K.Z.Z., Helwany, S.B., and Ketchart, K. (2006). Design and Construction Guidelines for GRS Bridge Abutment with a Flexible Facing, Report No. 556, National Cooperative Highway Research Program, Washington, DC.

  77. Westergaard, C.M. (1938). “A Problem of Elasticity Suggested by a Problem in Soil Mechanics: A Soft Material Reinforced by Numerous Strong Horizontal Sheet,” Contributions to the Mechanics of Solids, Stephen Timoshenko 60th Anniversary Volume, 268–277, Macmillan, New York, NY.

  78. Hermann, L.R. and Al-Yassin, Z. (1978). “Numerical Analysis of Reinforced Soil Systems,” ASCE Proceedings of the Symposium on Earth Reinforcement, 428–457, Pittsburgh, PA.

  79. Christopher, B.R., Leshchinsky, D., and Stulgis, R. (2005). “Geosynthetic-Reinforced Soil Walls and Slopes: US Perspective,” GSP 141 International Perspectives on Soil Reinforcement Applications, American Society of Civil Engineers, Reston, VA.

  80. Morrison, K.F., Harrison, F.E., Collin, J.G., and Anderson, S.A. (2007). “Full-Scale Testing of a Shored Mechanically-Stabilized Earth (SMSE) Wall Employing Short Reinforcements,” Proceedings of Geo-Denver 2007, American Society of Civil Engineers, Denver CO.

  81. PLAXIS. (2002). Plaxis 2D—Version 8 Manual, A.A. Balkema, Rotterdam, Netherlands.

  82. Janbu, N. (1963). “Soil Compressibility as Determined by Oedometer and Triaxial Tests,” Proceedings of ECSMFE I, 19–25, Wiesbaden, Germany.

 

 

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