Journal Publications (chronological order)

    1990

  1. Stark, T.D. and J.E. Delashaw, “Correlations Between Unconsolidated-Undrained Triaxial Tests and Cone Penetrometer Tests,” 1990 Transportation Research Record 1278, National Research Council, Washington, D.C., pp. 96-102.

    2. 1991

  2. Stark, T.D. and J.M. Duncan, “Mechanisms of Strength Loss in Stiff Clays,” Journal of Geotechnical Engineering, ASCE, Vol. 117, No. 1, January, 1991, pp. 139-154.
  3. Stark, T.D. and J.J. Vettel, “Effective Stress Hyperbolic Stress-Strain Parameters for Clay,” Geotechnical Testing Journal, ASTM, Vol. 14, No. 2, June, 1991, pp. 146-156.
  4. Stark, T.D. and W.G. Bixby, “Finite Element Analysis of Partially Saturated Seepage Through Compacted Fills,” 1991 Transportation Research Record 1309, National Research Council, Washington, D.C., pp. 25-34.
  5. Duncan J.M., D.F. Javete, and T.D. Stark, “The Importance of a Desiccated Crust on Clay Settlements,” Journal of Soils and Foundations, Japanese Society of SMFE, Vol. 31, No.3, September, 1991, pp. 31-44.

    6. 1992

  6. Stark, T.D. and J.J. Vettel, “Bromhead Ring Shear Test Procedure,” Geotechnical Testing Journal, ASTM, Vol. 15, No. 1, March, 1992, pp. 24-32.
  7. Stark, T.D. and J.M. Duncan, Closure to “Mechanisms of Strength Loss in Stiff Clays,” Journal of Geotechnical Engineering, ASCE, Vol. 118, No. 6, June, 1992, pp. 54-55.
  8. Stark, T.D. and J.J. Vettel, “Effective Stress Hyperbolic Stress-Strain Parameters for Clay,” Geotechnical Testing Journal, ASTM, Vol. 14, No. 2, June, 1991, pp. 146-156.
  9. Stark, T.D. and G. Mesri, “Undrained Shear Strength of Liquefied Sands for Stability Analyses,” Journal of Geotechnical Engineering, ASCE, Vol. 118, No. 11, November, 1992, pp. 1727-1747.

    10. 1993

  10. Stark, T.D. and H.T. Eid, “Modified Bromhead Ring Shear Apparatus,” Geotechnical Testing Journal, ASTM, Vol. 16, No. 1, March, 1993, pp. 100-107.

    11. 1994

  11. Stark, T.D., R.M. Ebeling, and J.J. Vettel, “Hyperbolic Stress-Strain Parameters for Silts,” Journal of Geotechnical Engineering, ASCE, Vol. 120, No. 2, February, 1994, pp. 420-441.
  12. Stark, T.D. and A.R. Poeppel, “Landfill Liner Interface Strengths from Torsional-Ring-Shear Tests,” Journal of Geotechnical Engineering, ASCE, Vol. 120, No. 3, March, 1994, pp. 597-615.
  13. Mesri, G., T.D. Stark, and C.S. Chen, Discussion of “Ca/Cc Concept Applied to Compression of Peat,” by Fox, P.J., Edil, T.B., and Lan, L.T., Journal of Geotechnical Engrg. ASCE, Vol. 120, No. 4, April, 1994, pp. 764-767.
  14. Stark, T.D. and H.T. Eid, “Drained Residual Strength of Cohesive Soils,” Journal of Geotechnical Engineering, ASCE, Vol. 120, No. 5, May, 1994, pp. 856-871.
  15. Stark, T.D. and G. Mesri, Closure to “Undrained Shear Strength of Liquefied Sands for Stability Analyses,” Journal of Geotechnical Engineering, ASCE, Vol. 120, No. 7, July, 1994, pp. 1284-1287.

    16. 1995

  16. Stark, T.D., “Measurement of Drained Residual Strength of Overconsolidated Clays,” invited contribution to 1995 Transportation Research Record 1479 titled “Engineering Properties and Practice in Overconsolidated Clays,” National Research Council, Washington, D.C., January, 1995, pp. 26-34.
  17. Stark, T.D. and A.R. Poeppel, Closure to “Landfill Liner Interface Strengths from Torsional-Ring-Shear Tests,” J. of Geotechnical Engineering, ASCE, Vol. 121, No. 6, June, 1995, pp. 509-510.
  18. Stark, T.D. and H.T. Eid, Closure to “ Drained Residual Strength of Cohesive Soils,” Journal of Geotechnical Engineering, ASCE, September, 1995, pp. 670-673.
  19. Stark, T.D. and S.M. Olson, “Liquefaction Resistance Using CPT and Field Case Histories,” Journal of Geotechnical Engineering, ASCE, Vol. 121, No. 12, December, 1995, pp. 856-869.

    20. 1996

  20. Stark, T.D. and I.A. Contreras, “Constant Volume Ring Shear Apparatus,” Geotechnical Testing Journal, ASTM, Vol. 19, No. 1, March, 1996, pp. 3-11.
  21. Stark, T.D., T. A. Williamson, and H.T. Eid, “HDPE Geomembrane/Geotextile Interface Shear Strength,”Journal of Geotechnical Engineering, ASCE, Vol. 122, No. 3, March, 1996, pp. 197-203.

    1997

  22. Stark, T.D. and H.T. Eid, “Slope Stability Analyses in Stiff Fissured Clays,” Journal of Geotechnical and Geoenvironmental Engineering, ASCE, Vol. 123, No. 4, April, 1997, pp. 335-343.
  23. Mesri, G., T.D. Stark, C.S. Chen, and M. Ajlouni, “Secondary Compression of Peats With or Without Surcharging,” Journal of Geotechnical Engineering, ASCE, Vol. 123, No. 5, May, 1997, pp. 411-421.
  24. Stark, T.D. and H.T. Eid, “Shear Behavior of Reinforced Geosynthetic Clay Liners,” Geosynthetics International Journal, Vol. 3, No. 6, January, 1997, pp. 771-786.
  25. Eid, H.T. and T.D. Stark, “Shear Behavior of an Unreinforced Geosynthetic Clay Liner,” Geosynthetics International Journal, Vol. 4, No. 6, December, 1997, pp. 645-659.

    26. 1998

  26. Stark, T.D. and I.A. Contreras, “Fourth Avenue Landslide During 1964 Alaskan Earthquake,” Journal of Geotechnical and Geoenvironmental Engineering, ASCE, Vol. 124, No. 2, February, 1998, pp. 99-109.
  27. Stark, T.D. and H.T. Eid, “Performance of Three-Dimensional Slope Stability Methods in Practice,” Journal of Geotechnical and Geoenvironmental Engineering, ASCE, Vol. 124, No. 11, November, 1998, pp. 1049-1060.
  28. Stark, T.D., D. Arellano, D. Evans, V. Wilson, and J. Gonda, “Unreinforced Geosynthetic Clay Liner Case History,” Geosynthetics International J., Vol. 5, No. 5, December, 1998, pp. 521-544.

    29. 1999

  29. Long, J.H., S.M. Olson, T.D. Stark, and E.A. Samara, “Differential Movement at Embankment/Bridge Structure Interface in Illinois,” 1999 Transportation Research Record 1633, National Research Council, Washington, D.C., January, 1999, pp. 53-60.
  30. Stark, T.D., T.A. Williamson, J. Fowler, D. Pezza, and Y. Gibbons, “Prefabricated Vertical-Drain Test Section in Craney Island Dredged Material Management Area,” Journal of Performance of Constructed Facilities, ASCE, Vol. 13, No. 1, February, 1999, pp. 8-16.
  31. Mesri, G., T.D. Stark, C.S. Chen, and M. Ajlouni, Closure to “Secondary Compression of Peats With or Without Surcharging,” Journal of Geotechnical and Geoenvironmental Engrg, ASCE, Vol. 125, No. 2, February, 1999, pp. 164-165.
  32. Stark, T.D., “GCL in Caps and Liners,” Management: The Journal for Solid Waste Professionals, September, 1999, pp. 86.
  33. Tang, W.H., T.D. Stark, and M. Angulo, “Reliability in Back Analysis of Slope Failures,” Soils and Foundations Journal, Japanese Society of SMFE, Vol. 39, N0. 5, October, 1999, pp. 73-80.
  34. Eid, H.T., T.D. Stark, and Doerfler, C.K., “Effect of Shear Displacement Rate on Internal Shear Strength of a Reinforced Geosynthetic Clay Liner,” Geosynthetics International Journal, Vol. 6, No. 3, August, 1999, pp. 219-239.

    35. 2000

  35. Stark, T.D., H.T. Eid, W.D. Evans, and P. Sherry, “Municipal Solid Waste Slope Failure I: Waste and Foundation Soil Properties,” Journal of Geotechnical and Geoenvironmental Engineering, ASCE, Vol. 126, No. 5, May, 2000, pp. 397-407.
  36. Stark, T.D., H.T. Eid, W.D. Evans, and P. Sherry, “Municipal Solid Waste Slope Failure II: Stability Analyses,” Journal of Geotechnical and Geoenvironmental Engrg., ASCE, Vol. 126, No. 5, May, 2000, pp. 408-419.
  37. Stark, T.D., S.M. Olson, W.H. Walton, and G. Castro, “1907 Static Liquefaction Flow Failure of the North Dike of Wachusett Dam,” Journal of Geotechnical and Geoenvironmental Engrg., ASCE, Vol. 126, No. 12, December, 2000, pp. 1184-1193.

    38. 2001

  38. Hillman, R.P. and T.D. Stark, “Shear Strength Characteristics of PVC Geomembrane-Geosynthetic Interfaces,” Geosynthetics International Journal, Vol. 8, No. 2, June, 2001, pp. 135 – 162.
  39. Olson, S.M., S.F. Obermeier, and T.D. Stark, “Interpretation of Penetration Resistance for Back-analysis at Sites of Previous Liquefaction,” Seismological Research Letters, Vol. 72, No. 1, January, 2001, pp. 46-59.
  40. Stark, T.D., H.T. Eid, W.D. Evans, and P. Sherry, Closure to “Municipal Solid Landfill Slope Failure I: Waste and Foundation Soil Properties,” Journal of Geotechnical and Geoenvironmental Engineering, ASCE, Vol. 127, No. 9, September, 2001, pp. 812-815.

    41. 2002

  41. Olson, S.M. and T.D. Stark, “Liquefied Strength Ratio from Liquefaction Flow Failure Case Histories,” Canadian Geotechnical Journal, Vol. 39, No. 3, June, 2002, pp. 629-647.
  42. Stark, T.D., S.M. Olson, W.H. Walton, and G. Castro, Closure to “1907 Static Liquefaction Flow Failure of the North Dike of Wachusett Dam,” Journal of Geotechnical and Geoenvironmental Engrg., ASCE, Vol. 126, No. 12, June, 2002, pp. 800-801.
  43. Toupiol, C., T. Willingham, A.J. Valocchi, C.J. Werth, I.G. Krapac, T.D. Stark, and D.E. Daniel, “Long-Term Tritium Transport Through a Field-Scale Compacted Soil Liner,” J. of Geotechnical and Geoenvironmental Engrg., ASCE, Vol. 126, No. 8, August, 2002, pp. 640-650.

    44. 2003

  44. Thomas, R.W., T.D. Stark, and H. Choi, “Air Channel Testing of Thermally Bonded PVC Geomembrane Seams,” Geosynthetics International Journal, Vol. 10, No. 3, October, 2003, pp. 645-659.
  45. Olson, S.M. and T.D. Stark, “Yield Strength Ratio and Liquefaction Analysis of Slopes and Embankments,” Journal of Geotechnical and Geoenvironmental Engrg., ASCE, Vol. 129, No. 8, August, 2003, pp. 727-737.
  46. Olson, S.M. and T.D. Stark, “Use of Laboratory Data to Confirm Yield and Liquefied Strength Ratio Concepts,” Canadian Geotechnical Journal, Vol. 40, December, 2003, pp. 1164-1184.

    47. 2004

  47. Stark, T.D., H. Choi, and R. Akhtarshad, “Occurrence and Effect of Bentonite Migration in Geosynthetic Clay Liners,” Geosynthetics International Journal, Vol. 11, No. 4, November, 2004, pp. 296-310.
  48. Willingham, T., C.J. Werth, A.J. Valocchi, I.G. Krapac, C. Toupiol, T.D. Stark, and D.E. Daniel, “Evaluation of Multidimensional Transport Through a Field-Scale Compacted Soil Liner,” Journal of Geotechnical and Geoenvironmental Engineering, ASCE, Vol. 130, No. 9, September, 2004, pp. 887-895.
  49. Stark, T.D., E. Newman, and F.P. Rohe, “Thirty-Year Durability of a 20-Mil PVC Geomembrane,” Journal of Vinyl and Additive Technology, Society of Plastics Engineers, December, 2004, Vol. 10, No. 4, pp. 168 – 173.
  50. Fox, P.J. and T.D. Stark, “State-of-the-Art Report: GCL Shear Strength and its Measurement,” Invited paper, Geosynthetics International Journal, Vol. 11, No. 3, 2004, pp. 117-151.
  51. Stark, T.D., H. Choi, and R.W. Thomas, “Low-Temperature Air Channel Testing of Thermally Bonded PVC Geomembrane Seams,” Geosynthetics International, Vol. 11, No. 6, December, 2004, pp. 481-490.
  52. Stark, T.D. and H. Choi, “Peak Versus Residual Interface Strengths for Landfill Liner and Cover Design,” Geosynthetics International Journal, Vol. 11, No. 6, December, 2004, pp. 491-498.

    53. 2005

  53. Stark, T.D., H. Choi, and P.R. Schroeder, “Settlement of Dredged and Contaminated Material Placement Areas I: Theory and Use of Primary Consolidation, Secondary Compression, and Desiccation of Dredged Fill,” Journal of Waterway, Port, Coastal, and Ocean Engineering, ASCE, Vol. 131, No. 2, March, 2005, pp. 43-51.
  54. Stark, T.D., H. Choi, and P.R. Schroeder, “Settlement of Dredged and Contaminated Material Placement Areas II: Primary Consolidation, Secondary Compression, and Desiccation of Dredged Fill Input Parameters,” Journal of Waterway, Port, Coastal, and Ocean Engineering, ASCE, Vol. 131, No. 2, March, 2005, pp. 52-61.
  55. Frank, T., I.G. Krapac, T.D. Stark, and G.D. Strack, “Long-Term Behavior of Water Content and Density in an Earthen Liner,” Journal of Geotechnical and Geoenvironmental Engineering, ASCE, Vol. 131, No. 6, June, 2005, pp. 800-803.
  56. Stark, T.D. and H. Choi, “Methane Gas Migration Through Geomembranes,” Geosynthetics International Journal, Vol. 12, No. 2, May, 2005, pp. 120-125.
  57. Stark, T.D., H. Choi, and P. Diebel, “Influence of Plasticizer Molecular Weight on Plasticizer Retention in PVC Geomembranes,” Geosynthetics International Journal, Vol. 12, No. 2, May, 2005, pp. 99-110.
  58. Stark, T.D., H. Choi, and S. McCone, “Drained Shear Strength Parameters for Analysis of Landslides,” J. of Geotechnical and Geoenvironmental Engrg., ASCE, Vol. 131, No. 5, May, 2005, pp. 575-588.
  59. Stark, T.D., D. Arellano, R. Hillman, R. Hughes, D. Hillebrandt, and N. Joyal, “Effect of Toe Excavation on a Deep Bedrock Landslide,” Journal of Performance of Constructed Facilities, ASCE, Vol. 19, No. 3, August, 2005, pp. 244-255.
  60. Stark, T.D., J. Melino, and R. Hughes, “How to Win the ‘Battle of the Experts’ in Landslide Cases,” California Real Estate Journal, Los Angeles, July 18, 2005, p. 19.

    61. 2006

  61. Amaya, P., T.D. Stark, B. Queen, and H. Choi, “Case History of Liner Veneer Instability,” Geosynthetics International Journal, Vol. 13, No. 1, March, 2006, pp. 117-151.
  62. Stark, T.D. and A. Chugh, “Permanent Seismic Deformation Analysis of a Landslide,” J. of International Consortium on Landslides, Springer Berlin Heidelberg, Vol. 3, No. 1, March 2006, pp. 2 – 12.

    63. 2007

  63. Stark, T.D., A.K. Chugh, and K. DeJong, “Re-analysis of a Municipal Landfill Slope Failure Near Cincinnati, Ohio, USA,” Canadian Geotechnical Journal, Canadian Geotechnical Soc., Vol. 44, No. 1, January, 2007, pp. 33-53.

    64. 2008

  64. Stark, T.D., E.J. Newman, and R.A. Aust, “Back-Analysis of PVC Geomembrane Lined Pond Failure,” Geosynthetics International Journal, Vol. 15, No. 4, August, 2008, pp. 258-268.
  65. Stark, T.D. and H. Choi, “Slope Inclinometers for Landslides,” Landslides, Journal of the International Consortium on Landslides, Vol. 5 No. 3, September, 2008.
  66. Stark, T.D., K.R. Reddy, and A. Marella, “Clogging Potential of Tire-Shred Drainage Layer in Landfill Cover Systems,” International Journal of Geotechnical Engineering, Vol. 2, No. 4, November, 2008, pp. 407-418.
  67. Stark, T.D., N. Huvaj-Sarihan, and G. Li, “Shear Strength of Municipal Solid Waste for Stability Analyses,” Environmental Geology Journal, Springer Publishing, http://dx.doi.org/10.1007/s00254-008-1480-0, July, 2008, 13 p.
  68. Stark, T.D., Boerman, T., and Connor, C.J., “Puncture Resistance of PVC Geomembranes Using the Truncated Cone Test,” Geosynthetics International Journal, Vol. 15, No. 6, November, 2008, pp. 480-486.
  69. Axtell, P. and T.D. Stark, “Increase in Shear Modulus by Soil Mix and Jet Grout Methods,” DFI Journal, Deep Foundations Institute, Vol. 2, No. 1, November, 2008, pp. 11-22.

    70. 2009

  70. Stark, T.D., H. Choi, and C. Lee, “Case Study of Undrained Strength Stability Analysis for Dredged Material Placement Areas,” Journal of Waterway, Port, Coastal, and Ocean Engineering, ASCE, Vol. 135, No. 3, May/June, 2009, pp. 91-99.
  71. Stark, T.D., Axtell, P., Lewis, J.R., Dillon, J.C., Empson, W.B., Topi, J.E., and Walberg, F.C., “Soil Inclusions in Jet Grout Columns,” DFI Journal, Deep Foundations Institute, Vol. 3, No. 1, May, 2009, pp. 44-55.
  72. Stark, T.D. and Newman, E.J., “Ten-year PVC Geomembrane Durability,” Geosynthetics International Journal, Vol. 16, No. 2, 2009, pp. 97-108.
  73. Amaya, P., J. Massey-Norton, and T.D. Stark, “Evaluation of Seepage From an Embankment Dam Retaining Fly Ash,” Journal of Performance of Constructed Facilities, ASCE, Vol. 23, No. 6, November, 2009, pp. 406-414.

    74. 2010

  74. Stark, T.D., K.R. Reddy, and A. Marella, “Beneficial Use of Shredded Tires as Drainage Material in Cover Systems for Abandoned Landfills,” Journal of Hazardous, Toxic, and Radioactive Waste Management , ASCE, Vol. 14, No. 1, January, 2010, pp. 47-60.
  75. Stark, T.D. and M. Hussain, “Shear Strength in Pre-existing Landslides,” Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 136(7), July, 2010, pp. 957-962.
  76. Arellano, W.D., J.B. Tatum, T.D. Stark, J.S. Horvath, and D. Leshchinsky. ” Framework for Design Guideline for EPS-Block Geofoam in Slope Stabilization and Repair,” 89th Transportation Research Record , National Research Council, Washington, D.C., 2010, pp. 100-108, http://pubsindex.trb.org/view.aspx?id=910645
  77. Axtell, P., T.D. Stark, and J.C. Dillon, “Peak and Post-Peak Shear Strength of Cement-Bentonite,” DFI Journal, Deep Foundations Institute, Vol. 4, No. 1, August, 2010, pp. 59-65.
  78. Stark, T.D. and Pazmino, L. F., “High-temperature air channel testing of thermally bonded PVC geomembrane seams,” Geosynthetics International Journal, Vol. 18, No. 2, March, 2011, pp. 84-89.
  79. Stark, T.D. and Newman, E.J., “Design of Landfill Final Cover System,” Geosynthetics International Journal, Vol. 17, No. 3, 2010, pp 1-8.
  80. Calder, G.V. and Stark, T.D., “Aluminum Reactions and Problems in Municipal Solid Waste Landfills,” Practice Periodical of Hazardous, Toxic, and Radioactive Waste Management, Vol. 14, No. 4, October, 2010.
  81. Stark, T.D. ” Is Construction Blasting Still Abnormally Dangerous,” Journal of Legal Affairs and Dispute Resolution, ASCE, Vol. 2, No. 4, November, 2010, pp. 208-217.
  82. Stark, T.D., E. J. Newman, G. de la Pena, and D. Hillebrandt, “Fill Placement on Slopes Underlain by Franciscan Mélange,” Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 137(3), March, 2011, pp. 263-272.
  83. Stark, T.D. J. Lewis, F.C. Walberg, and D.L. Mathews, “Liquefaction Subsurface Investigation for Milford Dam,”Canadian Geotechnical Journal, Vol. 48, No. 10, October, 2011, pp. 1504-1519.
  84. Stark, T.D. ” Tort Liability for Central United States Earthquake Hazard,” ASCE Journal of Legal Affairs and Dispute Resolution, Vol. 3, No. 4, November, 2011, pp. 152-159.
  85. Nguyen, T.-B., Lim, J., H. Choi, and T.D. Stark, “Numerical Modeling of Diffusion for Volatile Organic Compounds through Composite Landfill Liner Systems,” Journal of Geotechnical and Geoenvironmental Engineering, Korean Society of Civil Engineers, November, 2010.

    86. 2011

  86. Stark, T.D., Beaty, M.H., Castro, G., Walberg, F.C., Nicholson, P.J., Perlea, V.G., Axtell, P.J., Dillon, J.C., Empson, W.B., and Mathews, D.L., “Seismic Deformation Analysis of Tuttle Creek Dam,” Canadian Geotechnical Journal, Vol. 49, March, 2012, pp. 323–343.
  87. Kwak, T-H., Lim, J-H., Choi, E-S., Lee, D-S, Stark, T.D., and Choi, H.-S., “2-D Axisymmetric Non-Linear Finite Strain Consolidation Model Considering Self-Weight Consolidation of Dredged Soil“, Canadian Geotechnical Journal of the Korean Geotechnical Society (GJBGC4), Vol. 28(8), August, 2012, pp. 5-19
  88. Stark T.D., H.Choi, F.Lee, B. Queen, “Importance of Compacted Soil Liner Interface Strength“, Journal of Geotechnical and Geoenvironmental Engineering, ASCE, Vol. 138, No. 4, April, 2012, pp. 544-550.
  89. Stark, T.D. and M. Hussain, Closure to “Shear Strength in Preexisting Landslides,” Journal of Geotechnical and Geoenvironmental Engineering, ASCE, Vol. 137, No. 8, August, 2011, pp. 809-812.

    90. 2012

  90. Stark, T.D., Pazmino, L., McDowell, C.J., and Phaneuf, R., “Equipment Pressure Applied to Geomembrane in Composite Liner System“, Geosynthetics International Journal, Vol. 19, No. 5, December, 2012, pp. 1-10.
  91. Stark, T.D., Walberg, F.C., Nicholson, P.J., Dhillon, J.C., Bellew, G.M., Empson, W.B., Topi, J.E., and Mathews, D.L., “Jet Grouting and Dam Safety“, DFI Journal, Deep Foundations Institute, Vol. 6, No.1, July, 2012 pp. 3-20
  92. Stark, T.D., J.W. Martin, G.T. Gerbasi, T. Thalhamer, and R.E. Gortner, “Aluminium Waste Reaction Indicators in an MSW Landfill“, J. of Geotechnical and Geoenvironmental Engineering, ASCE, 138(3), March, 2012, pp. 252-261.
  93. Martin, J.W., T. D. Stark, T. Thalhamer, and G.T. Gerbasi, “Detection of Aluminum Waste Reactions and Associated Waste Fires,” J. of Hazardous, Toxic, and Radioactive Waste, ASCE, July, 2013, 17(3), pp. 164-174.

    94. 2013

  94. Walberg, F.C., Stark, T.D., Nicholson, P.J., Axtell, P.J., Lewis, J.R., Dillon, J.C., Empson, W.B., Topi, J.E., and Mathews, D.L., “Seismic Retrofit of Tuttle Creek Dam“, J. of Geotechnical Engineering, ASCE, 139(6), June, 2013, pp. 975-986.
  95. Stark, T.D., Kim, Y., Lee, D., Park. S., and H.Choi, “Case Studies of PSDDF for Phased Placement of Dredged Soils,” Journal of Marine Georesources & Geotechnology, Journal of Marine Georesources & Geotechnology, 31(4), 2013, pp. 348-359.
  96. Stark, T.D. and Hussain, M., “Drained Shear Strength Correlations for Slope Stability Analyses“, J. of Geotechnical Engineering, ASCE, 139(6), June, 2013, pp. 853-862.
  97. Mishra, D., Tutumluer, E., Stark, T.D., Hyslip, J., Chrismer, S., and Tomas, M., “Investigation Differential Movement at Railroad Bridges through Geotechnical Instrumentation”, Journal of Zhejang University-Science A, Vol. 13, No. 11, 2012, pp. 814-824.
  98. Stark, T.D., Jafari, N.H., Rowe, K.,“Service life of a landfill liner system subjected to elevated temperatures.” ASCE Journal of Hazardous, Toxic, and Radioactive Waste, ASCE, 18(1), January, 2014, pp. 16-26.
  99. Jafari, N., Stark, T.D. and Merry, S.M., “10 July 2000 Payatas Landfill Slope Failure,” Intl. J. of Geoengineering Case Histories, Intl. Soc. of Soil Mechanics and Geotechnical Engineering, ASCE,Vol. 3(2), October, 2013, pp. 208-228.

    100. 2014

  100. Stark, T.D., Jafari, J.H., and Leopold, A., “Effect of Soil Compressibility in Transient Seepage Analyses,”Canadian Geotechnical Journal, 51(3), March, 2014, pp. 858-868.
  101. Jafari, N.H., Stark, T.D., and Roper, R., “Classification and Reactivity of Secondary Aluminum Production Waste.” ASCE Journal of Hazardous, Toxic, and Radioactive Waste, September, 2014, DOI: 10.1061/(ASCE)HZ.2153-5493.04014018(11), pp. 04014018-1 – 04014018-11.
  102. Mishra, D., Tutumluer, E., Stark, T.D., Wilk, S.T., and Hyslip, J., “Investigation of Differential Movement at Railway Track Transitions using Geotechnical Instrumentation and Numerical Modeling,”Journal of Geotechnical Engineering, Special Issue on Geotechnics for Advancing Transport Infrastructure, Southeast Asian Geotechnical Society, ASCE,Vol. 13, No. 11, http://www.seags.ait.ac.th/, 2012, pp. 814-824.
  103. Stark, T.D., Ristau, T.P., Ricardi, P.J., and Ciammaichella, M. “Case Study: Highway Embankment Contract Specifications,”Journal of Legal Affairs and Dispute Resolution, ASCE, April, 2014, pp. 05013002-1 – 05013002-7.
  104. Gamez, J. and Stark, T.D., “Fully Softened Shear Strength at Low Stresses for Levee and Embankment Design”, ASCE Journal of Geotechnical and Geoenvironmental Engineering, June. 2014, pp. 06014010-1-06014010-6.

    105. 2015

  105. Wilk, S.T., Stark, T.D., and Sussmann, Jr., T.R., “Tie-Ballast Interaction at Railroad Transitions,” 94th Transportation Research Record, Meeting Paper #: 15-1275, National Research Council, Washington, D.C., 2015, pp. 1-18.
  106. Stark, T.D., Wilk, S.T., and Sussmann, Jr., T.R., “Evaluation of Tie Support at Transition Zones,” 94th Transportation Research Record, Meeting Paper #: 15-2902, National Research Council, Washington, D.C., 2015, pp. 53-58, DOI: 10.3141/2476-08.
  107. Stark, T.D. and Jafari, N., “Ruling on IHNC Floodwall Failures during Hurricane Katrina,” ASCE Journal of Legal Affairs and Dispute Resolution Journal, March. 2015, pp. 06715001-1 – 06715001-11.
  108. Stark, T.D. and Wilk, S.T., “Root Cause of Differential Movement at Bridge Transitions,” Journal of Rail and Rapid Transit, Institute of Mechanical Engineers, June. 2015, Vol. 230(4), 2016, pp. 1257-1269.
  109. Fox, P.J. and T.D. Stark, “State-of-the-Art Report: 10 Year Update on GCL Shear Strength and Its Measurement,” Invited paper,Geosynthetics International Journal, Special Issue on GCLs, 22(1), 2015, pp. 3-47.
  110. Fox, P.J. and T.D. Stark, “Introduction to Special Issue on Geosynthetic Clay Liners II,”Geosynthetics International Journal, Special Issue on GCLs, 22(1), 2015, pp. 1-2.
  111. Stark, T.D., N. Fawad, and T. Keuscher, “Comparison of Single and Multi Geosynthetic and Soil Interface Tests,” Intl. Journal of Geotechnical and Geological Engineering, Springer Publishing, April, 2015, pp. 1-17, DOI 10.1007/s10706-015-9906-4

    112. 2016

  112. Stark, T.D., Jafari, N., Leopold, A.L., and Merry, S.M.,, “Three-Dimensional Levee and Floodwall Underseepage,” Canadian Geotechnical J., 53(1), 2016, pp. 72-84.
  113. Stark, T.D. and Wilk, S.T., “Evaluating Tie Support at Railway Bridge Transition,” Journal of Rail and Rapid Transit, Institute of Mechanical Engineers, March, Vol. 230(4), 2016, pp. 1336-1350.
  114. Stark, T.D., “Evaluation of a Four-Component Composite Landfill Liner System,” ICE Environmental Geotechnics – Special Issue titled: “Alternative Barriers – Testing, Modeling, and Recent Advances”, Vol. 4(EG4), August, 2017, pp. 257-273.
  115. Wilk, S.T., Stark, T.D., and Rose J.G.,, “Non-Invasive Techniques for Measuring Vertical Transient Track Displacements,” 95th Transportation Research Record, Meeting Paper #: 16-3636 , National Research Council, Washington, D.C., 2016, pp. 1-18.
  116. Stark, T.D., Wilk, S.T., and Rose J.G., “Design and Performance Well-Performing Railway Transitions,” 95th TRB Meeting Paper #: 16-5926, Transportation Research Record 2545, National Research Council, Washington, D.C., 2016, pp. 12-18, pp. 20-26, DOI: 10.3141/2545-03.
  117. Stark, T.D., Benekohal, R., Fahenstock, L.A., LaFave, J.M., and He, J., “I-5 Skagit River Bridge Collapse Review,” J. of Performance of Constructed Facilities, ASCE, June, 2016, DOI: 10.1061/(ASCE)CF.1943-5509.0000913, pp. 04016061-1 – 04016061-12.

    118. 2017

  118. Jafari, N.H., Stark, T.D., and Thalhamer, T., “Spatial and Temporal Characteristics of Elevated Temperatures in MSW Landfills,” Waste Management Journal, Elsevier Science, Ltd., New York, NY, October, 2016, pp. 1-16, 2016), http://dx.doi.org/10.1016/j.wasman.2016.10.052.
  119. Wilk, S.T., Stark, T.D., and Moorhead, W., “Under-Tie Pads to Improve Track Resiliency,” 95th TRB Meeting Paper #: 17-03313, Transportation Research Record, National Res. Council, Washington, D.C., January, 2017, pp. 1-16.
  120. Sussmann, T.R., Jr., Thompson, H.B., II, Stark, T.D., Wilk, S.T., and Ho, C.L., “Use of Seismic Surface Wave Testing to Assess Track Substructure Condition,” ASCE Journal of Construction and Building Materials, Elsevier, March, 2017, pp. 1-18, http://dx.doi.org/10.1016/j.conbuildmat.2017.02.077.
  121. Stark, T.D., Jafari, N.H., Lopez-Zhindon, S., and Baghdady, A., “Unsaturated and transient seepage analysis of San Luis Dam,” J. Geotechnical and Geoenvironmental Eng., 143(2), February, 2017, pp. 04016093-1 – 04016093-15, DOI: 10.1061/(ASCE)GT.1943-5606.0001602.
  122. Stark, T.D. and Jafari, N.H., “Field scale hydraulic conductivity and compressibility of organic clays,” Engineering Geology Journal, Vol. 220, March, 2017, pp. 52-64, DOI:10.1016/j.enggeo.2017.01.015
  123. Stark, T.D., Discussion of “Correlations for Fully Softened Shear Strength Parameters,” by Castellanos, B.A., Brandon, T.L., and VandenBerge, D.R., Geotechnical Testing Journal, ASTM Intl., 40(3), May, 2017, pp. 517-525, DOI: 10.1520/GTJ20160148.
  124. Stark, T.D., Baghdady, A., Hungr, O., and Aaron, J., “Case Study: Oso Landslide on 22 March 2014 – Material Properties and Failure Mechanism,” ASCE J. of Geotechnical and Geoenvironmental Engrg., 143(5), May, 2017, pp. 05017001-1 – 05017001-13.
  125. Jafari, N.H., Stark, T.D., and Thalhamer, T., Case Study: “Progression of Elevated Temperatures in Municipal Solid Waste Landfills,” ASCE Journal of Geotechnical and Geoenvironmental Engineering, 143(8), August, 2017, pp. 05017004-1 – 05017004-16, DOI: 10.1061/(ASCE)GT.1943-5606.0001683.
  126. Aaron, J., Hungr, O., Stark, T.D., and Baghdady, A., Case Study: “Oso, Washington, Landslide of March 22, 2014: Dynamic Analysis,” ASCE J. of Geotechnical and Geoenvironmental Engrg., 143(9), September, 2017, pp. 05017005-1 – 05017005-10, DOI: 10.1061/(ASCE)GT.1943-5606.0001748.
  127. Jafari, N.H., Stark, T.D., and Thalhamer, T., Closure to “Spatial and Temporal Characteristics of Elevated Temperatures in MSW Landfills,” Waste Management Journal, Elsevier Science, Ltd., New York, NY, November, 2017, pp. 1-4,https://doi.org/10.1016/j.wasman.2017.11.001.

    128. 2018

  128. Wilk, S.T. and Stark, T.D., “Modeling Progressive Settlement of a Railway Bridge Transition Zone,” TRB 18-03317, Accepted 97th Transportation Research Record ????, Paper # 18-0????, National Res. Council, Washington, D.C., 2018, pp. 1-16.
  129. Stark, T.D., Sisk, R.D., and Ricciardi, P.J., “Case Study: Stability and Vertical Drain Analyses for Embankment Failure on Soft Soils,” ASCE Journal of Geotechnical and Geoenvironmental Engineering, 144(2), February, 2018, pp. 05017007-1 – 05017007-15.
  130. Stark, T.D., Baghdady, A., Hungr, O., and Aaron, J., Closure to “Case Study: Oso Landslide on 22 March 2014 – Material Properties and Failure Mechanism,” ASCE J. of Geotechnical and Geoenvironmental Engrg., 144(4), April, 2018, pp. ?05017001-1 – ?05017001-5.
  131. Aaron, J., Hungr, O., Stark, T.D., and Baghdady, A., Closure to “Case Study: Oso Landslide on 22 March 2014 – Dynamic Analysis,” ASCE J. of Geotechnical and Geoenvironmental Engrg., 144(5), May, 2018, pp. ?05017001-1 – ?05017001-12.
  132. Stark, T.D., “Reinforced Railway Transitions to Mitigate Differential Displacements,” American Association of Railroads, Technology Digest, TD-18-0XX, Transportation Tech. Center, Inc., Pueblo, CO, 4 p.
  133. Stark, T.D. and Fernandez, R., “Use of Fully Softened Strength Correlations for Design,” SUBMITTED TO ASCE J. of Geotechnical and Geoenvironmental Engrg., February. 2018, pp. ????.