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Publication Number:  FHWA-HRT-15-034    Date:  June 2015
Publication Number: FHWA-HRT-15-034
Date: June 2015

 

Strength Characterization of Open-Graded Aggregates for Structural Backfills

REFERENCES

  1. AASHTO. (2005). M 43: Standard Specification for Sizes of Aggregate for Road and Bridge Construction, American Association of State Highway and Transportation Officials, Washington, DC.

  2. ASTM D448. (2012). "Standard Classification for Sizes of Aggregate for Road and Bridge Construction," Annual Book of ASTM Standards, ASTM International, West Conshohocken, PA.

  3. Nicks, J.E. and Adams, M.T. (2013). TechBrief: Friction Angles of Open-Graded Aggregates from Large-Scale Direct Shear Testing, Publication No. FHWA-HRT-13-068, Federal Highway Administration, McLean, VA.

  4. FHWA. (2003). Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects, FP-03, Federal Highway Administration, McLean, VA.

  5. HDOT. (2005). Standard Specifications for Road and Bridge Construction, Hawaii Department of Transportation.

  6. ODOT. (2013). Construction and Material Specifications. Ohio Department of Transportation.

  7. AKDOT. (2005). Standard Specifications for Highways. Alaska Department of Transportation, Juneau, AK.

  8. Bowles, J.E. (1996). Foundation Analysis and Design, 5th Ed., The McGraw-Hill Companies, Inc., New York, NY.

  9. Rowe, P.W. (1962). "The Stress Dilatancy Relation for Static Equilibrium of an Assembly of Particles in Contact," Proceedings of the Royal Society, A 269, pp. 500-527.

  10. Terzaghi, K., Peck, R.B., and Mesri, G. (1996). Soil Mechanics in Engineering Practice, 3rd Ed., John Wiley and Sons, Inc., NY, 549 pp.

  11. Lee, K.L. and Seed, H.B. (1967). "Drained Strength Characteristics of Sands," Journal of the Soil Mechanics and Foundation Division, Proceedings of the American Society of Civil Engineers, 93, No. SM6, pp. 117-141.

  12. Alabdullah, J. (2010). Testing Unsaturated Soil for Plane Strain Conditions: A New Double-Wall Biaxial Device, PhD Thesis, Bauhaus-University Weimar, Homs, Syria.

  13. Lee, K.L. (1970). "Comparison of Plane Strain and Trixial Tests on Sand," Journal of the Soil Mechanics and Foundations Division, 96:901-923.

  14. Maccarini, M. (1993). "A Comparison of Direct Shear Box Tests with Triaxial Compression Tests for a Residual Soil," Geotechnical and Geological Engineering, 11:69-80.

  15. Evans, T.M. (2005). Microscale Physical and Numerical Investigations of Shear Banding in Granular Soils, PhD Thesis, Georgia Institute of Technology, Atlanta.

  16. Wanatowski, D. (2005). Strain Softening and Instability of Sand Under Plane-Strain Conditions, PhD. Thesis, Nanyang Technological University, Singapore.

  17. Peters, J., Lade, P., and Bro, A. (1988). "Shear Band Formation in Triaxial and Plane Stress Tests; Advanced Triaxial Testing of Soil and Rock," ASTM STP 977, R. Donaghe, R. Chaney and M. Silver, Eds., ASTM, West Conshohocken, PA., 604-627.

  18. Alshibli, K.A., Batiste, S., and Sture, S. (2003). "Strain Localization in Sand: Plane Strain Versus Triaxial Compression," J. Geotech. Geoenviron. Eng., 129:483-494.

  19. Sadrekarimi, A. (2009). Development of a New Ring Shear Apparatus for Investigating the Critical State of Sands, PhD Thesis. University of Illinois at Urbana-Champaign, Urbana.

  20. Desures, J., Chambon, R., Mokni, M., and Mozerolle, F. (1996). "Void Ratio Evolution Inside Shear Bands in Triaxial Sand Specimens Studied by Computed Tomography," Geotechnique. 46:529-546.

  21. Alshibli, K.A., Sture, S., Costes, N.C., Frank, M.L., Lankton, M.R., Batiste, S.N., and Swanson, R.A. (2000). "Assessment of Localized Deformations in Sand Using X-ray Computed Tomography," Geotechnical Testing Journal, 23:274-299.

  22. Sadrekarimi, A. and Olson, S.M. (2011). "Critical State Friction Angle of Sands," Geotechnique, 61:771-783.

  23. Sterpi, D. (2000). "Influence of the Kinematic Testing Conditions on the Mechanical Response of a Sand," Computers and Geotechnics, 26:23-41.

  24. Araei, A.A., Soroush, A., and Rayhani, M. (2010). "Large-Scale Triaxial Testing and Numerical Modeling of Rounded and Angular Rockfill Materials," Scientia Iranica, Transaction A, Civil Engineering, 17(3), 169-183.

  25. Zeller, J., and Wullimann. R. (1957). "The Shear Strength of the Shell Materials for the Goschenenalp Dam, Switzerland," Proc., 4th Int. Conf. on Soil Mechanics and Foundation Engineering. 2:399-404.

  26. Lowe, J. (1964). "Shear Strength of Coarse Embankment Dam Materials," Proc., 8th Int. Congress on Large Dams, 3:745-761.

  27. Fumagalli, E. (1969). "Tests on Cohesionless Materials for Rockfill Dams," J. Soil Mech. And Found. Div., 95(1): 313-332.

  28. Frost, R.J. (1973). "Some Testing Experiences and Characteristics of Boulder-Gravel Fills in Earth Dams; Evaluation of Relative Density and Its Role in Geotechnical Projects Involving Cohesionless Soils (STP523)," ASTM, West Conshohocken, PA, 207-252.

  29. Honkanadavar, N.P. and Sharma, K.G. (2013). "Testing and Modeling the Behavior of Riverbed and Blasted Quarried Rockfill Materials," Int. J. Geomech., 10.1061/(ASCE)GM. 1943-5622.0000378, 04014028.

  30. Ramamurthy, T., and Gupta, K.K. (1986). "Response Papers to How Ought One to Determine Soil Parameters to Be Used in the Design of Earth and Rockfill Dams," Proc., Indian Geotechnical Conf., 2, Indian Geotechnical Society, New Delhi, India, 15-19.

  31. Varadarajan, A., Sharma, K.G., Venkatachalam, K., and Gupta, A.K. (2003). "Testing and Modeling Two Rockfill Materials," J. Geotech. Geoenviron. Eng., 10.1061/(ASCE)1090-0241(2003)129:3(206), 206-218.

  32. Indraratna, B., Ionescu, D., and Christie, H.D. (1998). "Shear Behavior of Railway Ballast Based on Large-Scale Triaxial Tests," Journal of Geotechnical and Geoenvironmental Engineering, 124(5):439-449.

  33. Lambe, T.W. (1964). "Methods of Estimating Settlement," Journal of the Soil Mechanics and Foundations Division, ASCE, 90, No. SM5, 47-74.

  34. Das, B.M. 2010. Principles of Geotechnical Engineering, 7th Ed., Cengage Learning, Stamford, CT.

  35. Charles, A., and Watts, K.S. (1980). "The Influence of Confining Pressure on the Shear Strength of Compacted Rockfill," Geotechnique, 30, 353-367.

  36. Nusier, O.K., Almohd, I.M., and Jaradat, R.A. (2008). Nonlinearity of Shear Strength and Stress-Strength Behavior and Induced Stress Predictions, ICCBT 2008, June 16-20, Kuala Lumpar, Malaysia.

  37. Ravi Sharma, M.S., Baxter C.D.P., Hoffmann, W., Moran, K., and Vaziri, H. (2010). "Characterization of Weakly Cemented Sands Using Nonlinear Failure Dnvelope, Int. J. Rock Mech. Mining Sci. doi:10.1016/j.ijrmms.2010.06.008.

  38. Lade, P.V. (2010). "The Mechanics of Surficial Failure in Soil Slopes," Engineering Geology. 114:57-64.

  39. Hoek, E. & Brown, E.T. (1997). "Practical Estimates of Rock Mass Strength," International Journal of Rock Mechanics and Mining Sciences, 34(8):1165-86.

  40. Eberhardt, E. (2012). "The Hoek-Brown Failure Criterion," Rock Mech. Rock Eng. 45:981-988.

  41. Baker, R. (2004). "Nonlinear Mohr Envelopes Based on Triaxial Data," Journal of Geotechnical and Geoenvironmental Engineering. 130:498-506.

  42. Bolton, M.D. (1986). "The Strength and Dilatancy of Sands," Géotechnique, 36(1), pp. 65-78.

  43. Poulos, S.J. (1971). The Stress-Strain Curves of Soils, Geotechnical Engineers, Inc. Winchester, MA, pp. 1-80.

  44. AASHTO. (2012). LRFD Bridge Design Specifications, 5th Ed., American Association of State Highway and Transportation Officials, Washington, DC.

  45. Munfakh, G., A. Arman, J. G. Collin, J. C.-J. Hung, and R. P. Brouillette. (2001). Shallow Foundations Reference Manual, FHWA-NHI-01-023. Federal Highway Administration, U.S. Department of Transportation, Washington, DC.

  46. AASHTO. (2010). LRFD Bridge Construction Specifications, 3rd Ed., American Association of State Highway and Transportation Officials, Washington, DC.

  47. Berg, R., Christopher, B., and Samtani, N. (2009). Design of Mechanically Stabilized Earth Walls and Reinforced Soil Slopes-Volume 1, Report No. FHWA-NHI-10-024, National Highway Institute, Federal Highway Administration, Arlington, VA.

  48. Bareither, C.A., Edil, T.B., Benson, C.H., Mickelson, D.M. 2008. "Geological and Physical Factors Affecting the Friction Angle of Compacted Sands," Journal of Geotechnical and Geoenvironmental Engineering. DOI: 10.1061/(ASCE)1090-0241(2008)134:10(1476).

  49. Aksharadananda, T. and Wu, J.T.H. (2001). Strength Parameters of Backfills for Design and Construction of Retaining Walls, CDOT Report No. 2001-07, Colorado Department of Transportation Research Branch, Denver, CO.

  50. Yamaguchi, Y., Satoh, H., Hayashi, N., Yoshinaga, H. (2009). Strength Evaluation of Rockfill Materials Considering Confining Pressure Dependency, 1st International Symposium on Rockfill Dams, 18-21 October 2009, Chengdu, China.

  51. Fitsum, Y.E. (2011). Shear Strength of Bremanger Sandstone Rockfill at Low Stress, MSc Thesis, Delft University of Technology, The Netherlands.

  52. Duncan, J.M., Brandon, T., Jian, W., Park, Y., Griffith, T., Corton, J., and Ryan, E. (2007). Densities and Friction Angles of Granular Materials with Standard Gradations 21b and #57, Report CPGR #45, Center for Geotechnical Practice and Research, Virginia Polytechnic Institute, Blacksburg, VA, 100 pp.

  53. Rowe, P.W. (1969). "The Relation Between the Shear Strength of Sands in Triaxial Compression, Plane Strain and Direct Shear," Geotechnique, 19, No. 1. pp. 75-86.

  54. Cerato, A.B. (2005). Scale Effects of Shallow Foundation Bearing Capacity on Granular Material, PhD Dissertation, University of Massachusetts Amherst.

  55. Pells, P.J.N., Maurenbrecher, P.M., and Elges, H.F.W.K. (1973). "Validity of Results from the Direct Shear Test," Proceedings of the 8th International Conference on Soil Mechanics and Foundation Engineering, 1.2, pp. 333-339.

  56. Ladd, R.S. (1977). "Specimen Preparation and Cyclic Stability of Sands," ASCE Journal of the Geotechnical Engineering Division, 103, No. GT6, pp. 535-547.

  57. Kulhawy, F.H. and Mayne, P.W. (1990). Manual on Estimating Soil Properties for Foundation Design, EL-6800, Electrical Power Research Institute (EPRI): Research Project 1493-6.

  58. Allen, T.M. and Bathurst, R.J. (2003). Prediction of Reinforcement Loads in Reinforced Soil Walls, Report No. WA-RD 522.2, Washington State Department of Transportation, 363 pp.

  59. Allen, T.M., Christopher, B.R., Elias, V., and DiMaggio, J.D. (2001). Development of the Simplified Method for Internal Stability Design of Mechanically Stabilized Earth (MSE) Walls, WSDOT Research Report WA-RD 513.1, 108 pp.

  60. Hribar, J., Dougherty, M., Ventura, J., and Yavorskyu, P. (1986). "Large Scale Direct Tests on Surface Mine Spoil," Proceedings of the International Symposium on Geotechnical Stability in Surface Mining, Calgary, AB, November 1986, pp. 295-303.

  61. Matsuoka, H. and Liu, S.H. (1998). "Simplified Direct Box Shear Test on Granular Materials and Its Application to Rockfill Materials," Soils and Foundations, 38(4):275-284.

  62. Fox, N.S. and Cowell, M.J. (1998). Geopier Foundation and Soil Reinforcement Manual, Geopier Foundation Company, Inc., Scottsdale, AZ.

  63. Stewart, G.A. (1955). "Age Relations of the Middle Devonian Limestones in Ohio," Ohio Journal of Science, 55(3), pp. 147-181.

  64. Toewe, E.C. (1966). Geology of the Leesburg Quadrangle Virginia, Report of Investigations 11, Virginia Division of Mineral Resources, Charlottesville, VA.

  65. AASHTO. (2011). T27: Standard Method of Test for Sieve Analysis of Fine and Course Aggregates, American Association of State Highway and Transportation Officials, Washington, DC.

  66. ACI. (1980). ACI Manual of Concrete Practice, Part I, American Concrete Institute, Detroit, MI.

  67. ASTM C33. (2003). "Standard Specification for Concrete Aggregates," Annual Book of ASTM Standards, ASTM International, West Conshohocken, PA.

  68. ASTM D4254. (2006e1). "Standard Test Methods for Minimum Index Density and Unit Weight of Soils and Calculation of Relative Density," Annual Book of ASTM Standards, ASTM International, West Conshohocken, PA.

  69. ASTM D4253. (2006). "Standard Test Methods for Maximum Index Density and Unit Weight of Soils Using a Vibratory Table," Annual Book of ASTM Standards, ASTM International, West Conshohocken, PA.

  70. Adams, M., Nicks, J., Stabile, T., Wu, J., Schlatter, W., and Hartmann, J. 2011. Geosynthetic Reinforced Soil Integrated Bridge System Interim Implementation Guide, Report No. FHWA-HRT-11-026, Federal Highway Administration, McLean, VA.

  71. Smith, D. R. (2007), "Construction of Bases for Permeable Interlocking Concrete Pavements- Part II," Contractor Focus, Interlocking Concrete Pavement Magazine, November 2007.

  72. Liu, J. and Zhou, J. (2008). "Numerical Study on Sandpile Formation of Granular Materials with Different Grain Size Distributions," Geotechnical Engineering for Disaster Mitigation and Rehabilitations, Proceedings of the 2nd International Conference GEDMAR08, Nanjing, China.

  73. Gates, L., Masad, E., Pyle, R. and Bushee, D. (2011). Aggregate Imaging Measurement System 2 (AIMS2): Final Report, Report No. FHWA-HIF-11-030, Federal Highway Administration, Washington, DC.

  74. Masad. E.A. (2005). Aggregate Imaging System (AIMS): Basics and Applications, Report No. FHWA/TX-05-5-1707-01-1, Texas Transportation Institute, Texas Department of Transportation, Austin, TX.

  75. ASTM D3080. (2004). "Standard Test Method for Direct Shear Test of Soils under Consolidated Drained Conditions," Annual Book of ASTM Standards, ASTM International, West Conshohocken, PA.

  76. Montoya, B.M. (2012). Bio-Mediated Soil Improvement and the Effect of Cementation on the Behavior, Improvement, and Performance of Sand, Doctoral Dissertation, University of California, Davis, pp. 238.

  77. Olson, R.E. (2007). Direct Shear Testing, Lecture notes, Department of Civil, Architectural, and Environmental Engineering, University of Texas, Austin.

  78. ASTM D5321. (2008). "Standard Test Method for Determining the Coefficient of Soil and Geosynthetic or Geosynthetic and Geosynthetic Friction by the Direct Shear Method," Annual Book of ASTM Standards, ASTM International, West Conshohocken, PA.

  79. Simoni, A. and Houlsby, G.T. (2006). "The Direct Shear Strength and Dilatancy of Sand-Gravel Mixtures," Journal of Geotechnical and Geological Engineering, 24, pp. 523-549.

  80. ASTM D7181. (2011). "Method for Consolidated Drained Triaxial Compression Test for Soils," Annual Book of ASTM Standards, ASTM International, West Conshohocken, PA.

  81. Chakraborty, T. and Salgado, R. (2010). "Dilatancy and Shear Strength of Sand at Low Confining Pressure," Journal of Geotechnical and Geoenvironmental Engineering, 136(3):527-532.

  82. Germaine, J.T. and Ladd, C.C. (1988). State-of-the-Art: Triaxial Testing of Saturated Cohesive Soils; Advanced Triaxial Testing of Soil and Rock, ASTM STP 977, Donaghe, R.T., Chaney, R.C., and Silver, M.L., Eds., American Society for Testing and Materials, Philadelphia, PA, pp. 421-459.

  83. Triaxial User's Manual. (2012). Control and Report Software for Fully Automated Triaxial UU, CU, CD and Stress Path Soil Tests on LoadTrac-II/FlowTrac-II Systems Using Windows®XP/Vista/7, Geocomp Corporation, Acton, MA.

  84. Noor, M.J.M., Nyuin, J.D., and Derahman, A. (2012). "A Graphical Method for Membrane Penetration in Triaxial Tests on Granular Soils," The Institution of Engineers, 73(1):23-30, Malaysia.

  85. Paikowsky, S.G. Canniff, M.C., Lesny, K., Kisse, A., Amatya, S. and Muganga, R. (2010). LRFD Design and Construction of Shallow Foundations for Highway Bridges, NCHRP Report 651, Transportation Research Board, Washington, DC.

  86. NAVFAC. (1986). Soil Mechanics Design Manual 7.01, Naval Facilities Engineering Command, Alexandria, VA, p. 7.1-149.

  87. Sadrekarimi, A. and Olson, S.M. (2011). "Critical State Friction Angle of Sands," Geotechnique, 61, No. 9, pp. 771-783.

 

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