PUBLICATIONS – Paul W. Mayne, Ph.D., P.E. (1980 - 2000)

Link to Publications 2001-2002

  1. Mayne, P.W, Burns, S.E., and Circeo, L.J (2000). "High Temperature Magmavication of Geomaterials by Nontransferred Plasma Arc", ASCE Journal of Geotechnical & Geoenvironmental Engineering, Vol. 126 (5), May 387-396.
  2. Mayne, P.W. and Hryciw, R.D., editors (2000). Innovations & Applications in Geotechnical Site Characterization, Geotechnical Special Publication, Geo-Institute Conference, Denver, published by ASCE, Reston, VA.
  3. Mayne, P.W., Brown, D., Vinson, J., Schneider, J.A., and Finke, K.A. (2000). "Site characterization of Piedmont residual soils at the NGES, Opelika, Alabama", National Geotechnical Experimentation Sites, (GSP No. 93), American Society of Civil Engineers, Reston/VA, 160-185.
  4. Burns, S.E. and Mayne, P.W. (1999). "Pore Pressure Dissipation Behavior Surrounding Driven Piles and Cone Penetrometers", Transportation Research Record, No. 1675, National Academy Press, Washington, D.C., 17-23.
  5. Finke, K., Mayne, P.W., and Klopp, R. (2000). "Piezocone Penetration in Piedmont Residual Soils", ASCE Journal of Geotechnical & Geoenvironmental Engineering, in press.
  6. Mayne, P.W. (2000). "Geotechnical Site Characterization by Seismic Piezocone Tests", Proceedings, Fourth International Geotechnical Conference, Soil Mechanics & Foundations Research Laboratory, Cairo University, Giza, Jan. 24-27, 91-120.
  7. Mayne, P.W. (1999). "Seismic Piezocone & Flat Dilatometer Tests for Geotechnical Site Characterization", ASCE Atlanta Geotechnical Section, November 16, 1999, Georgia Power Bldg, Atlanta, 25 p.
  8. Mayne, P.W. and Schneider, J.A. (1999). Discussion of Yu, H.S. & Mitchell, J.K. "Analysis of Cone Resistance: Review of Methods", ASCE Journal of Geotechnical & Geoenvironmental Engineering, Vol. 125, No. 9, pp. 812-815.
  9. Schneider, J.A., Hoyos, L., Mayne, P.W., Macari, E.J., and Rix, G.J. (1999). "Field and Laboratory Measurements of Dynamic Shear Modulus of Piedmont Residual Soils", Behavioral Characteristics of Residual Soils (GSP 92), ASCE, Reston/VA, pp. 12-25.
  10. Mayne, P.W. and Poulos, H.G. (1999). "Approximate Displacement Influence Factors for Elastic Shallow Foundation Systems", ASCE Journal of Geotechnical & Geoenvironmental Engineering, Vol. 125, No. 6, 453-460.
  11. Mayne, P.W. (1999). "Site Characterization by Seismic Piezocone & Dilatometer Tests", ASCE Pittsburgh Geotechnical Section, Engineers Society of Western Pennsylvania, November 13, 1999, 25 p.
  12. *Mayne, P.W., Martin, G.K., and Schneider, J.A. (1999). "Flat Dilatometer Modulus Applied to Drilled Shaft Foundations in Piedmont Residuum", Behavioral Characteristics of Residual Soils (GSP 92), ASCE, Reston/VA, 101-112.
  13. Finke, K. And Mayne, P.W. (1999). "Piezocone Response in Piedmont Residual Geomaterials", Behavioral Characteristics of Residual Soils (GSP 92), ASCE, Reston/VA, 1-11.
  14. Wise, C.M., Mayne, P.W., and Schneider, J.A. (1999). "Prototype Piezovibrocone for Evaluating Soil Liquefaction Susceptibility", Proceedings, Second International Conference on Earthquake GeotechnicalEngineering, Vol. 2 (Lisbon), A.A. Balkema, Rotterdam, pp. 537-542.
  15. Mayne, P.W., Schneider, J.A., and Martin, G.K. (1999). "Small- and High-Strain Soil Properties From Seismic Flat Dilatometer Tests", Pre-Failure Deformation Characteristics of Geomaterials, Vol 1, (Proc. Torino Conference, Italy), A.A. Balkema, Rotterdam, 419-426.
  16. Mayne, P.W. (1999), "Site Characterization Aspects of Piedmont Residual Soils in Eastern U.S.", Proceedings, 14th International Conference in Soil Mechanics and Geotechnical Engineering, Vol. 4, (Hamburg), A.A. Balkema, Rotterdam, pp. 2191-2195.
  17. Finke, K. and Mayne, P.W. (1999), "Piezocone Tests in Residual Silts of the U.S. Atlantic Piedmont", Proceedings, XI PanAmerican Conference on Soil Mechanics & Geotechnical Engineering, Vol. 1, Iguassu Falls, Brazil, Vol. 2, pp. 329-334 .
  18. Mayne, P.W. (1999). "Enhanced In-Situ Tests for Geotechnical Site Characterization", Proceedings, 47th Annual Geotechnical Engineering Conference, Univ. of Minnesota, Minneapolis, Feb. 19, 1999, sponsored by the Minnesota Geotechnical Society, pp. 71-99.
  19. Burns, S.E. and Mayne, P.W. (1998). "Monotonic and Dilatory Porewater Pressures During Piezocone Dissipation Tests in Clay", Canadian Geotechnical Journal, Vol. 35 (6), pp. 1063-1073.
  20. Mayne, P.W. and Schneider, J.A. (1998). "Characterization of Geomaterials by Enhanced In-Situ Testing", Proceedings, 27th Annual Midwest Geotechnical Conference, Sheraton Hotel, Lansing, Oct. 14-16, 1998, sponsored by Michigon DOT, Lansing, 27 p.
  21. Robertson, P.K. and Mayne, P.W. (editors) (1998). Geotechnical Site Characterization, 2-volumes, A.A. Balkema Publishers, Rotterdam, 1555 p.
  22. Burns, S.E. and Mayne, P.W. (1998). Penetrometers for Soil Permeability and Chemical Detection, Report No. GIT-CEE/GEO-91-1, submitted to National Science Foundation and U.S. Army Research Office, issued by Georgia Institute of Technology, 144 p.
  23. Mayne, P.W. and Martin, G.K. (1998). "Commentary on Marchetti Flat Dilatometer Correlations in Soils", ASTM Geotechnical Testing Journal, Vol. 21., No. 3, pp. 222-239.
  24. Martin, G.K. and Mayne, P.W. (1998). Seismic Flat Dilatometer Tests in Piedmont Residual Soils", Geotechnical Site Characterization, Vol. 2, Balkema, Rotterdam, pp. 837-843.
  25. Mayne, P.W., Hegazy, Y.A., and Martin, G.K. (1998). Discussion of "Dynamic Properties of Piedmont Residual Soils", ASCE Journal of Geotechnical & Geoenvironmental Engineering, Vol. 124 (6), pp. 553-554.
  26. Mayne, P.W. and Harris, D.E. (1998). Discussion of "Deformation Characteristics of Piedmont Residual Soils, ASCE Journal of Geotechnical & Geoenvironmental Engineering, Vol. 124 (6), pp. 555-556.
  27. Schneider, J.A., Mayne, P.W., Hendren, T.L., and Wise, C.M., (1998). "Initial Development of an Impulse Piezovibrocone for Liquefaction Evaluation", Physics & Mechanics of Liquefaction, (Proc. NSF Workshop, Johns Hopkins), A.A. Balkema, Rotterdam, pp. 341-354.
  28. Burns, S.E. and Mayne, P.W. (1998). "Integrated Opto-Electronic Chemical Sensor for BTEX Detection in Cone Penetrating Testing", Geotechnical Site Characterization, Vol. 1, Balkema, Rotterdam, pp. 623-628.
  29. Mayne, P.W., Robertson, P.K., and Lunne, T. (1998). "Clay Stress History Evaluated From Seismic Piezocone Tests", Geotechnical Site Characterization, Vol. 2, Balkema, Rotterdam, pp. 1113-1118.
  30. Hegazy, Y.A. and Mayne, P.W. (1998). "Delineating Geostratigraphy by Clustering of Piezocone Data", Geotechnical Site Characterization, Vol. 2, Balkema, Rotterdam, pp. 1069-1074.
  31. Mayne, P.W. and Dumas, C. (1998). "Enhanced In-Situ Testing for Site Characterization", Proceedings, 15th Annual Geotechnical Seminar (In-Situ Soil Testing & Analysis), ASCE Nebraska Section, Peter Kiewit Conference Center, Omaha, Nebraska, Feb. 27, 1998, 1- 25.
  32. Martin, G.K. and Mayne, P.W. (1997). "Seismic Flat Dilatometer Tests in Connecticut Valley Varved Clay", ASTM Geotechnical Testing Journal 20 (3), pp. 357-361.
  33. Mayne, P.W. and Dumas, C. (1997). "Enhanced In-Situ Testing for Site Characterization", Proceedings, 29th Annual Southeastern Transportation Geotechnical Engineering Conference, Radisson Read House Hotel, Oct. 27-31, 1997, sponsored by the Tennessee DOT, Chattanooga/TN, 25 p.
  34. Mayne, P.W. (1997). "Plasma Magmavication of Geomaterials", Proceedings, Site Characterization for Environmental & Geotechnical Engineering Projects, Delta Vancouver Airport Hotel & Marina, sponsored by ConeTec Investigations & Mudbay Drilling Co, Oct. 1, 1997, 21 pages.
  35. Mayne, P.W. (1997). "Enhancements in Geotechnical Site Characterization", IX Jornada Geotecnicas de Ingenieria Colombiana, Santafe de Bogota, Oct. 15-17, 1997, 26 pages.
  36. Frost, J.D. and Mayne, P.W. (1997), "Professor George F. Sowers (1921-1996)", Journal of Geotechnical & Geoenvironmental Engineering, Vol. 123, No. 6, p. 497.
  37. Mayne, P.W. and Dumas, C. (1997), "Enhanced In-Situ Geotechnical Testing for Bridge Foundations", Transportation Research Record 1569, National Academy Press, Washington, D.C., pp. 26-34.
  38. Mayne, P.W. (1997), "George F. Sowers (1921-1996)", Geotechnical News 15 (1), March, BiTech Publishers, Vancouver, p. 55.
  39. Mayne, P.W., Kulhawy, F.H., and Trautmann, C.H. (1997). Closure, "Laboratory Modeling of Laterally-Loaded Drilled Shafts in Clay", Journal of Geotechnical and Geoenvironmental Engineering, Vol. 123 (5), pp. 490-491.
  40. Hegazy, Y.A., Mayne, P.W., and Rouhani, S. (1997), "Three Dimensional Geostatistical Evaluation of Cone Data in Piedmont Residual Soils", Proceedings, 14th International Conference on Soil Mechanics & Foundation Engineering, Vol. 1 (Hamburg), A.A. Balkema, Rotterdam, pp. 683-686.
  41. Chen, B.S.Y. and Mayne, P.W. (1996). "Statistical Relationships Between Piezocone Measurements and Stress History of Clays", Canadian Geotechnical Journal 33 (3), pp. 488-498.
  42. Burns, S.E. and Mayne, P.W. (1996). "Small- and High-Strain Measurements of In-Situ Soil Properties Using the Seismic Cone Penetrometer", Transportation Research Record No. 1548, National Academy Press, Washington D.C., pp. 81-88.
  43. Hegazy, Y.A., Mayne, P.W., and Rouhani, S., (1996). "Geostatistical Assessment of Spatial Variability in Piezocone Tests", Uncertainty in the Geologic Environment: From Theory to Practice (GSP 58), Vol. 1, ASCE, New York, pp. 254-268.
  44. Mayne, P.W. and Rix, G.J. (1996). Closure, "Correlations Between Shear Wave Velocity and Cone Tip Resistance in Natural Clays", Soils & Foundations, Vol. 36 (3), pp. 144-145.
  45. Vidic, S.D., Mayne, P.W., Beckwith, G.H. and Burns, S.E. (1996), "Seismic CPT Profiling of Mine Tailings Dams", Proceedings, International Symposium on Seismic and Environmental Aspects of Dams Design, ISSMFE & ICOLD, Santiago, Chile.
  46. Mayne, P.W. and Beaver, J.R. (1996), "High-Temperature Plasma Vitrification of Geomaterials", Electronic Journal of Geotechnical Engineering, October 1996, http://www.civen.okstate.edu/ejge.
  47. Mayne, P.W. and Mulholland, J., editors (1995). Proceedings, International Symposium on Environmental Technologies: Plasma Systems & Applications, Vol. II, Georgia Institute of Technology & University of Bordeaux I, Atlanta, Volumes I and II, 777 pages.
  1. Mayne, P.W. (1995). CPT determination of OCR and lateral stresses in clean quartz sands", Proceedings, International Symposium on Cone Penetration Testing, Vol. 2, Linköping, Swedish Geotechnical Society, pp. 215-220.
  1. Beaver, J.R. and Mayne, P.W. (1995). "Baseline Geoenvironmental Experiments for In-Situ Soil Transformation by Plasma Torch", Proceedings, International Symposium on Environmental Technologies: Plasma Systems & Applications, Vol. II, Georgia Inst. of Technology/Atlanta & Univ. of Bordeaux I, France, Omni Hotel, Atlanta, pp. 617-630.
  2. Mayne, P.W. (1995). "Undrained Plastic Modulus From Original Cam-Clay", ASCE Journal of Geotechnical Engineering 121 (5), pp. 448-451.
  3. Mayne, P.W. and Rix, G.J. (1995). "Correlations Between Shear Wave Velocity and Cone Tip Resistance in Clays", Soils and Foundations 35 (2), pp. 107-110.
  4. Mayne, P.W., (1995). "Profiling Yield Stress in Clays by In-Situ Tests", Transportation Research Record 1479, National Academy Press, Washington, D.C, pp. 43-50.
  5. Mayne, P.W., Holtz, R.D., and Tumay, M.T. (1995). "State-of-Practice in Sampling and Testing of Overconsolidated Clays", Transportation Research Record 1479, National Academy Press, Washington, D.C., pp. 1-6.
  6. Mayne, P.W., Kulhawy, F.H., and Trautmann, C.H. (1995). "Model Testing of Laterally-Loaded Deep Foundations", ASCE Journal of Geotechnical Engineering 121 (12), pp. 827-835.
  1. Mayne, P.W. and Rix, G.J. (1995). Discussion of "Laboratory and Field Determinations of Small-Strain Shear Modulus for a Structured Champlain Clay", Canadian Geotechnical Journal 32 (1), pp. 193-194.
  2. Mayne, P.W., (1995). "Foundation Response by G/Gmax Modulus Degradation Relationships in Soils", Proceedings, NSF Workshop on U.S.-Taiwan Geotechnical Collaboration, Taipei, sponsored by National Science Foundation/USA and National Science Council/ROC, pp. 136-148.
  3. Vidic, S.D., Beckwith, G.H. and Mayne, P.W. (1995), "Profiling Mine Tailings With CPT", Proceedings, Cone Penetration Testing (CPT'95), Vol. 2, Linköping, Sweden, pp. 607-612.
  4. Mayne, P.W. and Kulhawy, F.H. (1995), "First-Order Estimate of Yield Stresses in Clays by Cone and Piezocone", Proceedings, Cone Penetration Testing, Vol. 2, Linköping, Sweden, pp. 221-226.
  5. Chen, B.S-Y. and Mayne, P.W. (1995), "Type 1 and 2 Piezocone Evaluations of OCR in Clays", Proceedings, Cone Penetration Testing, Vol. 2, Linköping, Sweden, pp. 143-148.
  6. Mayne, P.W., Mitchell, J.K., Auxt, J.A. and Yilmaz, R. (1995), "U.S. National Report on Cone Penetration Testing", Proceedings, International Symposium on Cone Penetration Testing (CPT'95), Vol. 1, Linköping, Sweden, [invited paper for US National Society of ISSMGE], pp. 263-276.
  7. Burns, S.E. and Mayne, P.W., "Coefficient of Consolidation from Piezocone Dissipation Tests in Over-consolidated Clays", Proceedings, Cone Penetration Testing (CPT'95), Vol. 2, Linköping, Sweden, Swedish Geotechnical Society Report 3:95, pp. 137-142.
  8. Hegazy, Y.A. and Mayne, P.W. (1995), "Statistical Correlations Between Vs and CPT Data for Different Soil Types", Proceedings, Cone Penetration Testing (CPT'95), Vol. 2, Linköping, Swedish Geotechnical Society, pp. 173-178.
  9. Mayne, P.W. (1994), "Plasma Vitrification of Contaminated Ground and Wastes", Geotechnical News 12 (4), December 1994, BiTech Publishers, Vancouver, pp. 41-43.
  10. Chen, B.S-Y. and Mayne, P.W. (1994), Profiling the Overconsolidation Ratio of Clays by Piezocone Tests, Report No. GIT-CEE/GEO-94-1 submitted to National Science Foundation by Georgia Institute of Technology, Atlanta, August 1994, 280 p.
  11. Mayne, P.W., Hover, K.C., and Kulhawy, F.H. (1994). "Microconcrete for Construction of Model Drilled Shaft Foundations", Construction and Building Materials, Vol. 8, No. 2, Butterworth-Heinemann, Oxford, U.K., pp. 127-135.
  12. Mayne, P.W., Kulhawy, F.H., and Trautmann, C.H., (1994). "Nonlinear Undrained Lateral Response of Rigid Drilled Shafts Using Continuum Theory", Vertical and Horizontal Deformations of Foundations and Embankments (1), ASCE GSP 40, pp. 663-676.
  13. Harris, D.E. and Mayne, P.W., (1994). "Axial Load Behavior of Drilled Shaft Foundations in Piedmont Residuum", Proceedings, International Conference on Design and Construction of Deep Foundations, Vol. II (Orlando), Federal Highway Administration, pp. 352-368.
  14. Mayne, P.W. and Kulhawy, F.H. (1994). Discussion of "The Coefficient of Earth Pressure At-Rest", Canadian Geotechnical Journal 31 (5), pp. 788-790.
  15. Mayne, P.W., (1994). "Piezovibrocone Penetrometer for Evaluating Liquefaction Potential of Soils", Proceedings, Workshop on Advancing Technology for Cone Penetration Testing, University of Texas/Civil Engineering, Sponsored by Army Research Office, Austin.
  16. Mayne, P.W. and Burns, S.E., (1994). "Development of an Integrated Optics Geoenvironmental Cone Penetrometer for Detecting and Mapping Soil and Groundwater Contaminants", Proceedings, Workshop on Advancing Technology for Cone Penetration Testing, University of Texas/Civil Engineering, Austin.
  17. Mayne, P.W. and Chen, B.S-Y., (1994). "Piezocone Predictions of OCR in Clays", Proceedings, Workshop on Advancing Technology for Cone Penetration Testing, University of Texas/Austin, sponsored by Army Research Office.
  18. Kulhawy, F.H. and Mayne, P.W., (1994). "On Interrelationships Among Mechanical, Electric, and Piezoelectric Cone Penetrometer Test Results", Proceedings, Seventh International Congress, International Association of Engineering Geology (1), Lisbon, pp. 229-235.
  19. Mayne, P.W., "CPT-Based Prediction of Footing Response", Predicted and Measured Behavior of Five Spread Footings on Sand (GSP 41), ASCE, New York, 1994, 214-218.
  20. Circeo, L.J. and Mayne, P.W., "In-Situ Thermal Stabilization of Road and Airfield Foundation Soils Using Plasma Arc Technology", Proceedings, 4th International Conference on Bearing Capacity of Roads and Airfields, Minneapolis, July 17-21, 1994.
  21. Mayne, P.W. and Chen, B.S.Y., "Preliminary Calibration of PCPT-OCR Model for Clays", Proceedings, 13th International Conference on Soil Mechanics and Foundation Engineering, Vol. 1, New Delhi, 1994, 283-286.
  22. Mayne, P.W., Chen, B.S-Y., and Brown, D.N. (1994). "Application of Piezocone Model for Predicting Overconsolidation in Clays", Proceedings, Environmental & Geotechnical Site Characterization, 24th Annual Geotechnical Seminar, ASCE National Capital Section, NIST/Gaithersburg, Jan. 27, 31 p.

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  23. Mayne, P.W., (1993). "In-Situ Determination of Clay Stess History by Piezocone Tests," Predictive Soil Mechanics, Thomas Telford, UK, pp. 361-373.
  24. Mayne, P.W. and Rix, G.J. (1993). "Gmax-qc Relationships for Clays", ASTM Geotechnical Testing Journal, Vol. 16 (1), pp. 54-60.
  25. Mayne, P.W. and *Chen, B.S.Y., (1993). "Effective Stress Method for Piezocone Evaluation of Undrained Shear Strength", Proceedings, 3rd International Conference on Case Histories in Geotechnical Engineering (ICCHGE), Vol. 2, St. Louis, pp. 1305-1312.
  26. Brown, D.N. and *Mayne, P.W., (1993). "Stress History Profiling of Marine Clays by Piezocone", Proceedings, 4th Canadian Conference on Marine Geotechnical Engineering, Vol. 1, Memorial University, Newfoundland, pp. 176-191.
  27. Chen, B.S.Y. and Mayne, P.W., "Piezocone Evaluation of Undrained Shear Strength in Clays", Proceedings, 11th Southeast Asian Geotechnical Conference, Singapore, National Univ. of Singapore & Nanyang Technological Univ., May 1993, pp. 91-98.
  28. Mayne, P.W., Kulhawy, F.H., and Trautmann, C.H. (1992), The Behavior of Drilled Shaft Foundations in Clay Under Static and Cyclic Lateral Loading, Report No. TR-100221, Electric Power Research Institute, Palo Alto, CA., Jan. 1992, 390 p.
  29. Mayne, P.W. (1992). Discussion of "Interpretation of OCR from In Situ Tests in Recent Clay Deposits in Singapore and Malaysia", Canadian Geotechnical Journal, Vol. 29 (1), pp. 166-167.
  30. Mayne, P.W. and Kulhawy, F.H. (1992). Discussion of "Effect of Lateral Stress on CPT Penetration Porewater Pressures", ASCE Journal of Geotechnical Engineering, Vol. 118 (10), pp. 1167-1169.
  1. Mayne, P.W., (1992). "In-Situ Characterization of Piedmont Residuum in the Eastern U.S.", Proceedings, U.S.- Brazil Workshop on Application of Classical Soil Mechanics to Structured Soils, National Science Foundation/USA, CEMIG/Brazil, Belo Horizonte, pp. 89-93.
  2. Benson, C., Briaud, J-L., and Mayne, P.W. (1992), "In-Situ Tests and Nondestructive Tests: Research Needs", Proceedings, U.S.-China Workshop on Cooperative Research in Geotechnical Engineering, National Science Foundation/USA & National Natural Science Foundation/PRC, Shanghai, Sept. 1992, pp. 99-116.
  3. Mayne, P.W. (1991). Closure, "Determination of OCR in Clays by Piezocone Tests", Soils & Foundations, Vol. 32 (4), pp. 190-192.
  4. Mayne, P.W. and Kulhawy, F.H., (1991). "Calibration Chamber Database and Boundary Effects Correction for CPT Data", Calibration Chamber Testing (ISOCCT-1), Elsevier, New York, pp. 257-264.
  5. Kulhawy, F.H. and Mayne, P.W., (1991). "Relative Density, SPT, and CPT Interrelationships", Calibration Chamber Testing (ISOCCT-1), Elsevier, New York, pp. 197-211.
  6. Mayne, P.W., (1991). "Tentative Method for Estimating Lateral Stresses From CPT Data in Sands", Calibration Chamber Testing (ISOCCT-1), Elsevier, New York, pp. 249-256.
  7. Mayne, P.W., and Kulhawy, F.H. (1991), "Load-Displacement Behavior of Laterally-Loaded Rigid Drilled Shafts in Clay", Piling and Deep Foundations, Vol. 1, Balkema, Rotterdam, 409-413.
  8. Mayne, P.W. (1990). "Determination of OCR in Clays by Piezocone Tests Using Cavity Expansion and Critical State Concepts", Soils and Foundations, Vol. 31 (4), pp. 65-76.
  9. Kulhawy, F.H. and Mayne, P.W. (1990), Manual on Estimating Soil Properties for Foundation Design, Report No. EL-6800, Electric Power Research Institute, Palo Alto, CA, August 1990, 306 p.
  10. Kay, J.N. and Mayne, P.W. (1990). "Some Aspects of Interpretation of the Cone Penetration Test", Australian Civil Engineering Transactions, Vol. CE 32, No. 1, The Institution of Engineers, Australia, pp. 22-28.
  11. Mayne, P.W., Kulhawy, F.H., and Kay, J.N. (1990). "Observations on the Development of Pore Water Stresses During Piezocone Penetration in Clays", Canadian Geotechnical Journal, Vol. 27 (4), pp. 418-428.
  12. Mayne, P.W. and Kulhawy, F.H. (1990). "Direct and Indirect Measurements of In-Situ Ko in Clays", Transportation Research Record 1278, Washington, D.C., pp. 141-149.
  13. Mayne, P.W. and Stewart, H.E. (1990). Closure, "Pore Pressure Response of Ko-Consolidated Clays", Journal of Geotechnical Engineering, Vol. 116 (9), pp. 1440-1441.
  14. Mayne, P.W. and Bachus, R.C., (1989). "Penetration Porewater Pressures in Clay by CPTU, DMT, and SBP", Proceedings, 12th International Conference on Soil Mechanics and Foundation Engineering, Vol. 1, Rio de Janeiro, pp. 291-294.
  15. Mayne, P.W., (1989). "Site Characterization of Yorktown Formation for New Accelerator", Foundation Engineering: Current Principles and Practices (GSP 22), Vol. 1, ASCE, NY, pp. 1-15.
  16. Mayne, P.W. (1989). Discussion of "Ca /Cc Concept and Ko during Secondary Compression", ASCE Journal of Geotechnical Engineering, ASCE, Vol. 115 (2), pp. 267-270.
  17. Mayne, P.W. (1989). Discussion of "Undrained Strength of Remolded Marine Clays", Soils and Foundations, Vol. 29 (1), pp. 180-182.
  18. Kulhawy, F.H., Jackson, C.S., and *Mayne, P.W., (1989). "First Order Estimation of Ko in Sands and Clays", Foundation Engineering: Current Principles and Practices (GSP 22), Vol. 1, ASCE, NY, pp. 121-134.
  19. Mayne, P.W. (1989). Discussion of "OCR of Clays from Penetration Pore Pressures", Journal of Geotechnical Engineering, ASCE, Vol. 115 (9), pp. 1344-1347.
  20. Mayne, P.W. (1989). Discussion of "Concrete Pile Design in Tidewater, Virginia", Journal of Geotechnical Engineering, ASCE, Vol. 115 (10), pp. 1500-1502.

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  21. Mayne, P.W. (1988). "Ground Improvement by Dynamic Compaction," Civil Engineering Practice: Geotechnical and Ocean Engineering, Vol. 3, Chapter 11, Technomic Publishing, N.J, pp. 405-422.
  22. Mayne, P.W. and Frost, D.D. (1988). "Dilatometer Experience in Washington, DC and Vicinity", Transportation Research Record 1169, National Academy Press, Washington, DC, pp. 16-23.
  23. Mayne, P.W., (1988). "Determining OCR in Clays from Laboratory Strength", Journal of Geotechnical Engineering, ASCE, Vol. 114, No. 1, pp. 76-92.
  24. Mayne, P.W. and Mitchell, J.K, (1988). "Profiling OCR in Clays by Field Vane", Canadian Geotechnical Journal, Vol. 25, No. 1, pp. 150-157.
  25. Mayne, P.W. and Kemper, J.B., Jr. (1988). "Profiling OCR in Stiff Clays by CPT and SPT", Geotechnical Testing Journal, ASTM, Vol. 11, No. 2, pp. 139-147.
  26. Mayne, P.W. and Holtz, R.D. (1988). "Profiling Stress History From Piezocone Soundings", Soils and Foundations, Vol. 28, No. 1, pp. 16-28.
  27. Yokel, F.Y. and Mayne, P.W. (1988). "Helical Probe Tests: Initial Calibration", Geotechnical Testing Journal, ASTM, Vol. 11, No. 3, pp. 179-186.
  28. Mayne, P.W. and Stewart, H.E. (1988). "Pore Pressure Response of Ko-Consolidated Clays", Journal of Geotechnical Engineering, Vol. 114 (11), pp. 1340-1346.
  29. Mayne, P.W. and Bachus, R.C., (1988). "Profiling OCR in Clays by Piezocone Soundings", Penetration Testing 1988, Vol. 2 (ISOPT-1), Balkema, Rotterdam, pp. 857-864.
  30. Mayne, P.W. and Kulhawy, F.H. (1988). Discussion of "Independence of Geostatic Stress from Overconsolidation in some Beaufort Sea Clays", Canadian Geotechnical Journal, Vol. 25, No. 3, pp. 617-621.
  31. Mayne, P.W. (1988). Discussion of "Preconsolidation Pressure from Piezocone Tests in Marine Clay", Geotechnique,Vol. 39, No. 3, pp. 455-465.
  32. Mayne, P.W. (1988). Discussion of "Dilatometer Testing of Highly Overconsolidated Clays", ASCE Journal of Geotechnical Engineering, Vol. 114, No. 12, pp. 1462-1465.
  33. Olsen, H.W., Rice, T.L., Mayne, P.W., and Singh, R.D. (1987). Closure, "Piston Core Properties and Disturbance Effects", Journal of Geotechnical Engineering, Vol. 113 (12), pp. 1519-1525.
  34. Mayne, P.W. (1987). "Determining Preconsolidation Stress and Penetration Pore Pressures from DMT Contact Pressures", Geotechnical Testing Journal, ASTM, Vol. 10, No. 3, pp. 146-150.
  35. Olsen, H.W., Rice, T.L., Mayne, P.W., and Singh, R.D. (1986). "Piston Core Properties and Disturbance Effects", Journal of Geotechnical Engineering, ASCE, Vol. 112, No. 6, pp. 608-625.
  36. Mayne, P.W., (1986). "CPT Indexing of In-Situ OCR in Clays", Use of In-Situ Tests in Geotechnical Engineering (GSP 6), ASCE, New York, NY, pp. 780-793.
  37. Mayne, P.W. (1986). Discussion of "Anisotropy of Undrained Shear Strength of Clays under Axi-Symmetric Loading", Soils and Foundations, Vol. 26, No. 1, pp. 130-132.
  38. Mayne, P.W. (1985). "Stress Anisotropy Effects on Clay Strength", Journal of Geotechnical Engineering, ASCE, Vol. 111, No. 3, pp. 356-366.
  39. Mayne, P.W. (1985). "A Review of Undrained Strength in Direct Simple Shear", Soils and Foundations, Vol. 25, No. 3, pp. 64-72.
  40. Mayne, P.W. and Holtz, R.D., (`1985). "Effect of Principal Stress Rotation on Clay Strength", Proceedings, 11th International Conference on Soil Mechanics and Foundation Engineering (2), San Francisco, pp. 579-582.
  41. Mayne, P.W., (1985). "Ground Vibrations During Dynamic Compaction", Vibration Problems in Geotechnical Engineering, ASCE, New York, NY, pp. 247-265.
  42. Mayne, P.W., Jones, J.S., and Dumas, J., (1984). "Ground Response to Dynamic Compaction", Journal of Geotechnical Engineering, ASCE, Vol. 110, No. 6, pp. 757-774.
  43. Mayne, P.W. (1984). "Ko-su Relationships for Overconsolidated Clays", Journal of Geotechnical Engineering, ASCE, Vol. 110, No. 10, pp. 1511-1516.
  44. Mayne, P.W. (1984). Discussion of "Stability Analysis with the Simple and Advanced Methods" and "Three Case Studies of Soft Clay Deposits", Soils and Foundations, Vol. 24 (2), pp. 133-134.
  45. Mayne, P.W. and Jones J.S. (1983). "Impact Stresses During Dynamic Compaction", Journal of Geotechnical Engineering, ASCE, Vol. 109, No. 10, pp. 1342-1346.
  46. Mayne, P.W. (1983). Discussion of "Triaxial Testing at NGI", Geotechnical Testing Journal, ASTM, Vol. 6, No. 3, p. 160.
  47. Mayne, P.W. (1983). Discussion of "Undrained Shear Strength Anisotropy of NC Cohesive Soils", Soils and Foundations, Vol. 23, No. 4, pp. 143-146.
  48. Mayne, P.W. and Kulhawy, F.H. (1983). Closure, "Ko-OCR Relationships in Soil", Journal of the Geotechical Engineering Division, ASCE, Vol. 109 (GT2), pp. 867-869.
  49. Mayne, P.W. (1982). Discussion of "Undrained Settlement of Plastic and Organic Clays", Journal of Geotechnical Engineering (ASCE) 108 (GT10), pp. 1354-1357.
  50. Mayne, P.W. and Kulhawy, F.H. (1982). "Ko-OCR Relationships in Soil", Journal of the Geotechnical Engineering Division, ASCE, Vol. 108, GT6, pp. 851-872.
  51. Mayne, P.W. (1981). Closure, "Cam-Clay Predictions of Undrained Shear Strength", Journal of the Geotechnical Engineering Division, ASCE, Vol. 107 (GT2), pp. 327-330.
  52. Mayne, P.W., Hamadock, R.G., and Olsen, H.W., (1982). "Soil Properties from Fall Cone Penetrometer", Proceedings Preprint No. 85-521, ASCE Convention, New Orleans, p. 12.
  53. Mayne, P.W. and Swanson, P.G., (1981). "The Critical-State Pore Pressure Parameter from Consolidated Undrained Shear Tests", Laboratory Shear Strength of Soil (STP 740), ASTM, Philadelphia, pp. 410-430.
  54. Mayne, P.W. (1980). "Cam-Clay Predictions of Undrained Shear Strength", Journal of the Geotechnical Engineering Division, ASCE, Vol. 106 (GT11), pp. 1219-1242.
  55. Mayne, P.W. (1979). Discussion of "Normalized Deformation Parameters for Kaolin", Geotechnical Testing Journal, ASTM, Vol. 2, No. 2, pp. 118-122.