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

  3. 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.
  4. 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.
  5. 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.
  6. 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.
  7. 1992

  8. 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.
  9. 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.
  10. 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.
  11. 1993

  12. 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.
  13. 1994

  14. 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.
  15. 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.
  16. 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.
  17. 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.
  18. 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.
  19. 1995

  20. 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.
  21. 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.
  22. 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.
  23. 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.
  24. 1996

  25. 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.
  26. 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.
  27. 1997

  28. 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.
  29. 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.
  30. 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.
  31. 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.
  32. 1998

  33. 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.
  34. 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.
  35. 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.
  36. 1999

  37. 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.
  38. Stark, T.D., “GCL in Caps and Liners,” Management: The Journal for Solid Waste Professionals, September, 1999, pp. 86.
  39. 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.
  40. 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.
  41. 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.
  42. 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.
  43. 2000

  44. 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.
  45. 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.
  46. 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.
  47. 2001

  48. 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.
  49. 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.
  50. 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.
  51. 2002

  52. 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.
  53. 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.
  54. 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.
  55. 2003

  56. 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.
  57. 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.
  58. 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.
  59. 2004

  60. 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.
  61. 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.
  62. 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.
  63. 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.
  64. 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.
  65. 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.
  66. 2005

  67. 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.
  68. 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.
  69. 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.
  70. Stark, T.D. and H. Choi, “Methane Gas Migration Through Geomembranes,” Geosynthetics International Journal, Vol. 12, No. 2, May, 2005, pp. 120-125.
  71. 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.
  72. 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.
  73. 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.
  74. 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.
  75. 2006

  76. 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.
  77. 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.
  78. 2007

  79. Stark, T.D., A.K. Chugh, and K. DeJong, K., “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.
  80. 2008

  81. 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.
  82. Stark, T.D. and H. Choi, “Slope Inclinometers for Landslides,” Landslides, Journal of the International Consortium on Landslides, Vol. 5 No. 3, September, 2008.
  83. 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.
  84. 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.
  85. 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.
  86. 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.
  87. 2009

  88. 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.
  89. 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.
  90. Stark, T.D. and Newman, E.J., “Ten-year PVC Geomembrane Durability,” Geosynthetics International Journal, Vol. 16, No. 2, 2009, pp. 97-108.
  91. 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.
  92. 2010

  93. 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.
  94. 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.
  95. 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
  96. 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.
  97. Stark, T.D. and Newman, E.J., “Design of Landfill Final Cover System,” Geosynthetics International Journal, Vol. 17, No. 3, 2010, pp 1-8.
  98. 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.
  99. 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.
  100. 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.
  101. 2011

  102. 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.
  103. 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.
  104. 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.
  105. 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.
  106. Stark, T.D.Liability for Central United States Earthquake Hazard,” ASCE Journal of Legal Affairs and Dispute Resolution, Vol. 3, No. 4, November, 2011, pp. 152-159.
  107. 2012

  108. 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.
  109. 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.
  110. 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.
  111. 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
  112. 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
  113. 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.
  114. 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.
  115. 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.
  116. 2013

  117. 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.
  118. 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.
  119. Martin, J.W., T. D. Stark, T. Thalhamer, and G.T. Gerbasi, “Detection of Aluminum Waste Reactions and Associated Waste Fires,” ACCEPTED to J. of Hazardous, Toxic, and Radioactive Waste, ASCE, July, 2013, 17(3), pp. 164-174.
  120. Stark, T.D., Kim, Y., Lee, D., Park. S., and H.Choi, “Case Studies of PSDDF for Phased Placement of Dredged Soils,” ACCEPTED to Journal of Marine Georesources & Geotechnology, Journal of Marine Georesources & Geotechnology, 31(4), 2013, pp. 348-359.
  121. Jafari, N., Stark, T.D. and Merry, S.M., “10 July 2000 Payatas Landfill Slope Failure,” ACCEPTED to Intl. J. of Geoengineering Case Histories, Intl. Soc. of Soil Mechanics and Geotechnical Engineering, ASCE,Vol. 3(2), October, 2013, pp. 208-228.
  122. 2014

  123. 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.
  124. 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.
  125. 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.
  126. Gamez, J. and Stark, T.D.. “Fully Softened Shear Strength at Low Stresses for Levee and Embankment DesignASCE Journal of Geotechnical and Geoenvironmental Engineering, June. 2014, pp. 06014010-1-06014010-6.
  127. Jafari, N.H., Stark, T.D., and Roper, R. “Classification and Reactivity of Secondary Aluminum Production Waste.” ACCEPTED to ASCE Journal of Hazardous, Toxic, and Radioactive Waste, September, 2014, DOI: 10.1061/(ASCE)HZ.2153-5493.04014018(11), pp. 04014018-1 – 04014018-11.
  128. 2015

  129. Wilk, S.T., Stark, T.D., and Sussmann, Jr., T.R., “Tie-Ballast Interaction at Railroad Transitions,” 94th Transportation Research Record,National Research Council, Washington, D.C., 2015, pp. 100-108.
  130. Stark, T.D., Wilk, S.T., and Sussmann, Jr., T.R., “Evaluation of Tie Support at Transition Zones,” 94th Transportation Research Record, Paper No. 5-2902, National Research Council, Washington, D.C., 2015, pp. 100-108.
  131. 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.
  132. Stark, T.D. and Wilk, S.T., “Evaluating Tie Support at Railway Bridge Transition,” ACCEPTED to Journal of Rail and Rapid Transit, Institute of Mechanical Engineers, March. 2015, pp. ACCEPTED, Vol. ??, No. ??, 2015, pp. 100-108.
  133. 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. 0(0), 2015, pp. 1-13
  134. Osouli, A. and Stark, T.D., “Scour Characterization due to Water Free Fall,” 94th Transportation Research Record, National Research Council, Washington, D.C., 2015, pp. 100-108.
  135. 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.
  136. 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.
  137. Stark, T.D., N. Fawad, and T. Keuscher, “Comparison of Single and Multiple Geosynthetic Interface Tests,” Intl. Journal of Geotechnical and Geological Engineering, Springer Publishing, April, 2015, pp. 1-17, DOI 10.1007/s10706-015-9906-4
  138. Stark, T.D., Jafari, N., and Leopold, A.L., “Three-Dimensional Transient and Unsaturated Seepage,”ACCEPTED to Canadian Geotechnical Journal, 52?(?), ???, 2015, pp. ???-???.
  139. Wilk, S.T., Stark, T.D., and Rose J.G., “Non-Invasive Techniques for Measuring Vertical Transient Track Displacements,”95th Transportation Research Record ????, National Research Council, Washington, D.C., 2015, pp. 100-110.
  140. Stark, T.D., Wilk, S.T., and Rose J.G., “Design of Well-Performing Railway Transitions,”95th Transportation Research Record ????, National Research Council, Washington, D.C., 2015, pp. 110-120.
  141. Stark, T.D., Benekohal, R., Fahenstock, L.A., LaFave, J.M., and He, J., “Assessment of I-5 Bridge Collapse, Mount Vernon, Washington,,”ACCEPTED J. of Performance of Constructed Facilities, ASCE, Vol. ??, No. ?, November, 2015, pp. ???-???.
  142. 2016

  143. 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; http://www.nrcresearchpress.com/doi/10.1139/cgj-2014-0343.
  144. Wilk, S.T., Stark, T.D., and Rose J.G.,, “Non-Invasive Techniques for Measuring Vertical Transient Track Displacements,,” TRB 16-3636, 95th Transportation Research Record ????, National Research Council, Washington, D.C., 2016, pp. 1-18.
  145. Wilk, S.T. and Stark, T.D., “Numerical Modeling of Tie-Ballast Gaps and Wheel Load Redistribution,” Journal of Rail and Rapid Transit, Institute of Mechanical Engineers, March, Vol. 0(0), 2016, pp. 1-14, DOI: 10.1177/0954409715596192.
  146. Stark, T.D., Baghdady, A., Hungr, O., and Aaron, J.,, “Case Study: Oso Landslide on 22 March 2014 – Material Properties and Failure Mechanism,” ACCEPTED to ASCE Journal of Geotechnical and Geoenvironmental Engrg., March, 2016.
  147. Stark, T.D., Jafari, N.H., Lopez, S., and Baghdady, A., “Unsaturated and transient seepage analysis of San Luis Dam,” ACCEPTED, J. Geotech. Geoenvir. Eng., May 2016.