CEE Faculty Profile

Overview Honors and Awards Publications and Patents Presentations/Reports Printable CV

Paul W. Mayne

Professor

Articles

  1. Uzielli, M. and Mayne, P.W. (2011). Serviceability limit state CPT-based design for vertically-loaded shallow footings on sand. Geomechanics and Geoengineering 6 (2): 91-107.
  2. Mayne, P.W. and Ellingwood, B.E. (2010). George F. Sowers (1921-1996). Memorial Tributes, (Vol. 13), National Academy of Engineering, Washington DC: 285-288.
  3. Niazi, F.S. and Mayne, P.W. (2010). Evaluation of EURIPIDES pile load tests response from CPT data. Intl. Journal of GeoEngineering Case Histories, IJGCH Vol. 1, Issue 4: 367-386. Download: http://casehistories.geoengineer.org
  4. Mayne, P.W. and Niazi, F.S. (2009). Evaluating axial elastic pile response from cone penetration test results. (The 2009 Michael W. O'Neill Lecture). DFI Journal 3 (1), Deep Foundations Institute: 56-65. www.dfi.org
  5. Mayne, P.W. (2008). Evaluating deep foundations by in-situ tests. GeoStrata Vol. 11, Issue 8, Dec. 2008, ASCE GeoInstitute, Reston/Virginia: 18-20 (refereed).
  6. Schneider, J.A., Randolph, M.F., Mayne, P.W. and Ramsey, N.R. (2008). Analysis of factors influencing soil classification using normalized piezocone tip resistance and pore pressure parameters. Journal of Geotechnical & GeoEnvironmental Engineering 134 (11): 1569-1586.
  7. Juang, C.H., Chen, C-H., and Mayne, P.W. (2008). CPTu-simplified stress-based model for evaluating soil liquefaction potential. Soils & Foundations 46 (6), Japanese Geotech Society: 755-770.
  8. Liao, T. and Mayne, P.W. (2007). Stratigraphic delineation by three-dimensional clustering of piezocone data. GeoRisk: Assessment and Management of Risk for Engineered Systems and Geohazards, Vol. 1 (2), Taylor & Francis: 107-119.
  9. Mayne, P.W. (2006). The 2006 James K. Mitchell Lecture: Undisturbed sand strength from seismic cone tests. Geomechanics & Geoengineering: An International Journal 1 (4): 239-257.
  10. Mayne, P.W. (2005). “Unforeseen large settlements of mat foundation on Piedmont residuum”, International Journal of Geoengineering Case Histories: Vol. 1 (1): 5-17: http://casehistories.geoengineer.org/contents.html
  11. Gomberg, J, Waldron, B., Schweig, E., Hwang, H., Webbers, A., VanArsdale, R., Tucker, K., Williams, R., Street, R., Mayne, P.W., Stephenson, W., Odum, J., Cramer, C., Updike, R., Hutson, S. and Bradley, M. (2003). "Lithology and shear-wave velocity in Memphis, Tennessee". Bulletin of the Seismological Society of America, Vol. 93 (3), 986-997.
  12. Casey, T.J. and Mayne, P.W. (2002). “Development of an electrically-driven automatic downhole seismic source”. Soil Dynamics and Earthquake Engineering 22, 951-957.
  13. Hegazy, Y.A. and Mayne, P.W. (2002). "Objective Site Characterization Using Clustering of Piezocone Data". ASCE Journal of Geotechnical & Geoenvironmental Engineering 128 (12), 986-996.
  14. Liao, T., Mayne, P.W., Tuttle, M.P., Schweig, E.S. and Van Arsdale, R.B. (2002). “CPT site characterization for seismic hazards in the New Madrid seismic zone”. Soil Dynamics and Earthquake Engineering 22, 943-950.
  15. Burns, S.E. and Mayne, P.W. (2002). "Interpretation of Seismic Piezocone Results for the Evaluation of Hydraulic Conductivity in Clays", ASTM Geotechnical Testing Journal, Vol. 25 (3), 333-340.
  16. Burns, S.E. and Mayne, P.W. (2002). "Analytical Cavity Expansion-Critical State Model for Piezocone Dissipation in Fine-Grained Soils". Soils & Foundations, Vol. 42 (2), 131-137.
  17. Mayne, P.W. (2001). "Enhanced Geotechnical Site Characterization for Evaluating Drilled Shaft Response". Foundation Drilling, Vol. XXI, No.3, March 2001, Intl. Association of Foundation Drilling, Dallas, Texas: 30-32.
  18. Schneider, J.A., Mayne, P.W., and Rix, G.J. (2001). "Geotechnical Site Characterization in the Greater Memphis Area Using Cone Penetration Tests", Engineering Geology, Vol. 62 (Nos. 1-3), 169-184.
  19. Finke, K., Mayne, P.W., and Klopp, R. (2001). “Piezocone Penetration in Atlantic Piedmont Residuum”, ASCE Journal of Geotechnical & Geoenvironmental Engineering 127 (1), 48-54.
  20. Celes, J. & Mayne, P.W. 2000. "Remediation and Transformation of Kaolin by Plasma Magmavication". Transportation Research Record, No. 1714, National Academy Press, 65-74.
  21. Mayne, P.W, Burns, S.E., and Circeo, L.J (2000). “High Temperature Magmavication of Geomaterials by Non-Transferred Plasma Arc”, ASCE Journal of Geotechnical & Geoenvironmental Engineering, 126 (5).
  22. 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, Wash, DC., 17-23.
  23. 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 (6), 453-460.
  24. 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), 1063-1073.
  25. Mayne, P.W. and Martin, G.K. (1998). “Commentary on Marchetti Flat Dilatometer Correlations in Soils”, ASTM Geotechnical Testing Journal, Vol. 21., No. 3, 222-239.
  26. Mayne, P.W., “George F. Sowers (1921-1996)”, Geotechnical News 12 (4), March 1997, BiTech Publishers, Vancouver, BC: p. 55.
  27. 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., 26-34.
  28. Martin, G.K. and Mayne, P.W. (1997). "Seismic Flat Dilatometer Tests in Connecticut Valley Varved Clay", ASTM Geotechnical Testing Journal 20 (3), 357-361.
  29. 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., 81-88.
  30. Chen, B.S.Y. and Mayne, P.W. (1996). "Statistical Relationships Between Piezocone Measurements and Stress History of Clays", Canadian Geotechnical Journal 33 (3), 488-498.
  31. 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), 827-835 .
  32. 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, Natl. Academy Press, Wash. D.C., 1-6.
  33. Mayne, P.W., (1995). "Profiling Yield Stress in Clays by In-Situ Tests", Transportation Research Record 1479, National Academy Press, Washington, D.C, 43-50.
  34. Mayne, P.W. and Rix, G.J. (1995). "Correlations Between Shear Wave Velocity and Cone Tip Resistance in Clays", Soils and Foundations 35 (2), 107-110.
  35. Mayne, P.W. (1995). "Undrained Plastic Modulus From Original Cam-Clay", ASCE Journal of Geotechnical Engineering 121 (5), 448-451.
  36. Mayne, P.W., "Plasma Vitrification of Contaminated Ground and Wastes", Geotechnical News 12 (4), December 1994, BiTech Publishers, Vancouver, pp. 41-43.
  37. 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, 127-135.
  38. Mayne, P.W. and Rix, G.J. (1993). "Gmax- qc Relationships for Clays", ASTM Geotechnical Testing Journal, Vol. 16 (1), American Society for Testing & Materials: 54-60.
  39. Mayne, P.W. (1991). "Determination of OCR in Clays by Piezocone Tests Using Cavity Expansion and Critical State Concepts", Soils and Foundations, Vol. 31 (4), 65-76.
  40. 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., 141-149.
  41. Mayne, P.W., Kulhawy, F.H., and Kay, J.N. (1990). "Observations on the Development of Pore Water Stresses During Piezo-cone Penetration in Clays", Canadian Geotechnical Journal, Vol. 27 (4), 418-428.
  42. 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, 22-28.

Books

  1. Robertson, P.K. and Mayne, P.W., editors (2010). Cone Penetration Testing 2010: Proceedings, 2nd Intl. Symposium on Cone Penetration Testing (CPT'10, Huntington Beach, California), Volumes 1, 2, and 3. Omnipress, total 1371 pages. www.cpt10.com
  2. Mayne, P.W. (2009). Geoengineering Design Using the Cone Penetration Test. 155 p. Published by ConeTec Inc., 12140 Vulcan Way, Richmond, BC, V6V 1J8: Website: www.conetec.com
  3. Mayne, P.W., Christopher, B.S., and DeJong, J. (2008). Chapter 9: "Interpretation of Rock Properties" in A Short Course in Geology for Civil Engineers, by Matthews, M., Simons, N. and Menzies, B., Thomas Telford, London: 222-251.
  4. Burns, S.E., Mayne, P.W., and Santamarina, J.C., editors (2008). Deformational Characteristics of Geomaterials, Vols. 1 and 2, (Proc. 4th IS-Atlanta), IOS-Millpress, Amsterdam: 953 p.
  5. Huang, A-B. and Mayne, P.W., editors (2008). Geotechnical & Geophysical Site Characterization 2008, Vols. 1 and 2 (CD), (Proc. ISC-3, Taipei), Taylor & Francis Group, London, 1555 p.
  6. Viana da Fonseca, A. and Mayne, P.W., editors (2004). Geotechnical & Geophysical Site Characterization, Volumes 1 and 2, (Proceedings ISC-2, Porto), Millpress, Rotterdam, 1910 pages (hard copy and CD versions).
  7. Turner, J. and Mayne, P.W., editors (2004). GeoSupport 2004: Deep Foundations, Soil Mixing, Ground Improvement (Geotechnical Special Publication No. 124), ASCE, Reston, VA, 1045 pages (both paper & CD).
  8. Mayne, P.W. and Hryciw, R.D., editors (2000). Innovations and Applications in Geotechnical Site Characterization (GSP 97), ASCE, Reston, Virginia (Proc., GeoDenver Conference), 248 pages.
  9. Robertson, P.K. and Mayne, P.W., editors (1998), Geotechnical Site Characterization, 2-volumes, (Proc. International Site Characterization, Atlanta), Balkema Publishers, Rotterdam, 1555 p.
  10. Mayne, P.W. (1993). "In-Situ Determination of Clay Stess History by Piezocone Tests," Predictive Soil Mechanics, Thomas Telford, London, pp. 361-373.
  11. Mayne, P.W. (1988). “Ground Improvement by Dynamic Compaction," Civil Engineering Practice: Geotechnical and Ocean Engineering, Chapter 32, Technomic Publishing, N.J.

Proceedings

  1. Niazi, F.S., Mayne, P.W. and Woeller, D.J. (2011). Calibration of hybrid SCE-CSSM analytical model for piezocone penetration in clays. Proc. 2011 Pan-Am/Canadian Geotechnical Conference, Toronto, CD paper 409.
  2. Uzielli*, M. and Mayne, P.W. (2011). Statistical characterization and stochastic simulation of load-displacement behavior of shallow footings. GeoRisk 2011: Geotechnical Risk Assessment & Management (GSP 224), ASCE, Reston, Virginia: 672-679.
  3. Niazi, F., Mayne, P.W., and Wang, Y. (2011). Statistical Analysis of Cone Penetration Tests and Soil Engineering Parameters at the National Geotechnical Experimentation Clay Site, Texas A&M University, Proceedings GeoFrontiers 2011, GSP 211, ASCE, Reston/Virginia.
  4. Mayne, P.W, Peuchen, J., and Bouwmeester, D. (2010). Soil unit weight estimated from CPTu in offshore soils. Frontiers in Offshore Geotechnics II (Proc. ISFOG-II, Perth), Taylor & Francis Group, London: 371-376.
  5. Niazi, F., Mayne, P.W., and Woeller, D. (2010). Evaluating drilled shaft O-cell response at Golden Ears Bridge from in-situ seismic cone tests. The Art of Foundation Engineering Practice. Proceedings volume in honor of Clyde Baker (GSP 198), ASCE, Reston, Virginia: 452-469.
  6. Niazi, F., Mayne, P.W., and Woeller, D. (2010). Axial elastic pile analysis by seismic piezocone tests. Proceedings, 2nd Intl. Symposium on Cone Penetration Testing (CPT'10), Vol. 3, Huntington Beach, California: 9-16.
  7. Trevor, F.A., Paisley, J.M.. and Mayne, P.W. (2010). Proceedings, 2nd Intl. Symposium on Cone Penetration Testing (CPT'10), Vol. 2, Huntington Beach, California: 519-526.
  8. Mayne, P.W. (2010). Soil parameter evaluation from hybrid in-situ penetration-geophysics testing. GeoFlorida: Advances in Analysis, Modeling, & Design, GSP No. 199 (Proc. Fort Lauderdale), ASCE, Reston, Virginia: 1049-1058.
  9. Uzielli, M., Facciorusso, J., and Mayne, P.W. (2010). Spatial characterization of Vs at Amherst NGES site from SCPT using Bayesian kriging. Proceedings, 2nd Intl. Symposium on Cone Penetration Testing (CPT'10), Vol. 2, Huntington Beach, California: 177-184. Website: www.cpt10.com
  10. Liao, T. and Mayne, P.W. (2010). Estimating seismic parameters associated with previous earthquakes by SCPTU soundings in the New Madrid Seismic Zone. Proc. 5th International Conference: Recent Advances in Geotechnical Engineering and Soil Dynamics, San Diego. Paper 411a.
  11. Mayne, P.W, Peuchen, J., and Bouwmeester, D. (2010). Unit weight evaluation from CPT. Proceedings, 2nd Intl. Symposium on Cone Penetration Testing (CPT'10), Vol. 2, Huntington Beach, California: 169-176.
  12. Mayne, P.W. (2010). Regional report for North America. Proceedings, 2nd Intl. Symposium on Cone Penetration Testing (CPT'10), Vol. 1, Huntington Beach, California: 275-312.
  13. Mayne, P.W. and Illingworth, F. (2010). Direct CPT method for footings on sand using a database approach. Proceedings, 2nd Intl. Symposium on Cone Penetration Testing (CPT'10), Vol. 3, Huntington Beach, California: 315-322.
  14. Mayne, P.W., Niazi, F. and Woeller, D. (2010). Drilled shaft response in Piedmont residuum using elastic continuum analysis and seismic piezocone tests. Deep Foundations and Geotechnical In-Situ Testing (Proc. GeoShanghai 2010), GSP No. 205, ASCE, Reston, VA: 200-205.
  15. Mayne, P.W. and Powell, J.J.M. (2009). Report of the TC16 - Ground property characteristics by in-situ tests. Proceedings of the 17th ICSMGE, Vol. 5 (Alexandria), Millpress/IOS Press, Amsterdam.
  16. Mayne, P.W., Coop, M.R., Springman, S., Huang, A-B., and Zornberg, J. (2009). State-of-the-Art Paper (SOA-1): GeoMaterial Behavior and Testing. Proc. 17th Intl. Conf. Soil Mechanics & Geotechnical Engineering, Vol. 4, (ICSMGE, Alexandria), Millpress/IOS Press, Amsterdam: 2777-2872.
  17. Mayne, P.W. and Woeller, D.J. (2009). Axial shaft response using elastic continuum and seismic piezocone results. Contemporary Topics in In-Situ Testing, Analysis, and Reliability of Foundations, GSP 186, ASCE, Reston/VA: 95-102.
  18. Mayne, P.W. (2008). Keynote paper: Piezocone profiling of clays for maritime site investigations. Geotechnics in Maritime Engineering, Vol. 1 (Proceedings, 11th Baltic Sea Geotechnical Conference, Gdansk, Poland: 333-350.
  19. Uzielli, M. and Mayne, P.W. (2008). Comparative CPT-based classification of Cooper Marl. Geotechnical & Geophysical Site Characterization 2008, (Proc. ISC-3, Taipei), Taylor & Francis Group, London: 1203-1208.
  20. Elhakim, A.F. and *Mayne, P.W. (2008). Footing stress-displacement response using small-strain modulus. Deformational Characteristics of Geomaterials, Vol. 2 (Proc. 4th Intl. Symposium DCG, Atlanta), Millpress/IOS Press, Amsterdam: 937-944.
  21. Mayne, P.W. and McGillivray, A.V. (2008). Improved shear wave measurements using autoseis sources. Deformational Characteristics of Geomaterials, Vol. 2 (Proc. 4th ISDCG, Atlanta), Millpress/IOS Press, Amsterdam: 853-860.
  22. Schneider, J.A, Randolph, M.F, Mayne, P.W., and Ramsey, N. (2008). Influence of partial consolidation during penetration on normalized soil classification by piezocone. Geotechnical & Geophysical Site Characterization 2008, (Proc. ISC-3, Taipei), Taylor & Francis Group, London: 1159-1165.
  23. Camp, W.M., Mayne, P.W., and Rollins, K.M. (2008). Cone penetration testing before, during, and after blast-induced liquefaction. Geotechnical Earthquake Engineering & Soil Dynamics IV, (Proc. UC-Davis), GSP No. 181, ASCE, Reston/VA, CD paper No. 120.
  24. Mayne, P.W. and Woeller, D.J. (2008). Evaluating O-cell response from seismic cone tests. Proceedings GeoEdmonton 2008 (61st Canadian Geotechnical Conference), Canadian Geotechnical Society, CD rom proceedings.
  25. Uzielli, M. and Mayne, P.W. (2008). "Comparative CPT-based classification of Cooper Marl", Proceedings, 3rd Intl. Conference on Site Characterization, (ISC-3, Taipei, Taiwan), Taylor & Francis Group, London.
  26. McGillvray, A.V. and Mayne, P.W. (2008). "An automated seismic source for continuous-push shear wave velocity profiling", Proc., 3rd Intl. Conference on Site Characterization, (ISC-3, Taipei, Taiwan), Taylor & Francis Group, London: 1347-1352
  27. Mayne, P.W. and Woeller, D.J. (2008). O-cell response using elastic pile and seismic piezocone tests. Proc. 2nd British Geotechnical Association Intl. Conf. on Foundations (ICOF 2008), Vol. 1, Dundee, IHS BRE Press, UK: 235-246.
  28. Mayne, P.W. and Burns, S.E. (2008). "Common analytical model for piezocone and dilatometer in clays", Proceedings, 3rd Intl. Conference on Site Characterization (ISC-3, Taipei, Taiwan), Taylor & Francis Group, London: 1111-1116.
  29. Peuchen, J. and Mayne, P.W. (2007). "Rate effects in vane shear testing", Proceedings 6th Intl. Offshore Site Investigation & Geotechnics Conference, Royal Geographical Society, Society for Underwater Technology, London: 187-194.
  30. Mayne, P.W. (2007). "Overview Paper: In-situ test calibrations for evaluating soil parameters", Characterisation & Engineering Properties of Natural Soils, Vol. 3 (Proc. Singapore 2006), Taylor & Francis Group, London: 1602-1652.
  31. Hegazy, Y.A. and Mayne, P.W. (2006). "A global statistical correlation between shear wave velocity and cone penetration data", Site & Geomaterial Characterization (GSP 149), [Proc. GeoShanghai], ASCE, Reston/VA: 243-248.
  32. Liao, T. and Mayne, P.W. (2006). "Automated post-processing of shear wave signals", Proc. 8th US National Conference on Earthquake Engineering, San Francisco, pp. 460.1-460.10.
  33. Mayne, P.W. (2006). "Interrelationships of DMT and CPTU readings in soft clays", Flat Dilatometer Testing (Proc. 2nd Intl. Conf. DMT), Washington, DC: 231-236.
  34. Elhakim, A.F. and Mayne, P.W. (2006). "Evaluating footing response from seismic piezocone tests", Site & Geomaterial Characterization (GSP 149), Proc. GeoShanghai, ASCE: 255-260.
  35. Cruz, I.R. and Mayne, P.W. (2006). "Interpretation of CPTU Tests carried out in lacustrine Mexico City Clay", Site & Geomaterial Characterization (GSP 149), Proc. GeoShanghai, ASCE: 24-31.
  36. Mayne, P.W. and Pearce, R.A. (2005). “Site characterization of Bootlegger Cove Formation clay for Port of Anchorage”, Frontiers in Offshore Structures (Proc. ISFOG, Perth), Taylor & Francis, London: 951-955.
  37. Mayne, P.W. and Campanella, R.G. (2005). “Versatile site characterization by seismic piezocone tests”, Proceedings, 16th Intl. Conf. on Soil Mechanics & Geotechnical Engineering, Vol. 2, Osaka: 721-724; Millpress, Rotterdam.
  38. Liao, T. and *Mayne, P.W. (2005). “Cone penetrometer measurements during Mississippi embayment seismic excitation experiment”, Proceedings, GeoFrontiers, ASCE GSP 133, Austin, TX, Jan. 24-26, 2005.
  39. Mayne, P.W. (2005). "Integrated Ground Behavior: In-Situ and Lab Tests", Deformation Characteristics of Geomaterials, Vol. 2 (Proceedings IS Lyon), Taylor & Francis, London: 155-177.
  40. McGillivray, A.V. and Mayne, P.W. (2004). “Seismic piezocone and seismic flat dilatometer tests at Treporti”, Geotechnical & Geophysical Site Characterization, Vol. 2, (Proc. ISC-2, Porto), Millpress, Rotterdam, 1695-1700.
  41. Jadi, H., Luna, R., Hoffman, D. and Mayne, P.W. (2004). “Site characterization of paleoliquefaction features in Missouri”, Geotechnical & Geophysical Site Characterization, Vol. 2, (Proc. ISC-2, Porto), Millpress, Rotterdam, 1131-1138.
  42. Mayne, P.W. and Hight, D. (2004). “General report: case studies involving practical projects”, Geotechnical & Geophysical Site Characterization, Vol. 2, (Proc. ISC-2, Porto), Millpress, Rotterdam, 1033-1034.
  43. Schneider, J.A., McGillivray, A.V. and Mayne, P.W. (2004). Evaluation of SCPTU intra-correlations at sand sites in the Lower Mississippi River, Geotechnical & Geophysical Site Characterization, Vol. 1 (ISC-2, Porto), Millpress, Rotterdam:1003-1010.
  44. Trevor, F. and Mayne, P.W. (2004). “Undrained shear strength and OCR of marine clays from piezocone test results”, Geotechnical & Geophysical Site Characterization, Vol. 1, (Proc. ISC-2, Porto), Millpress, Rotterdam, 391-398.
  45. Mayne, P.W. (2004). “CPT-DMT interrelationships in Piedmont residuum”, Geotechnical & Geophysical Site Charact-erization, Vol. 1, (Proc. ISC-2, Porto), Millpress, Rotterdam, 345-350.
  46. Mayne, P.W. (2004). "Lateral drilled shaft response from dilatometer tests". GeoSupport 2004, GSP No. 124, ASCE, Reston/VA, 415-428.
  47. Mayne, P.W. and Zavala, G. (2004). "Axial shaft response from seismic piezocone tests". GeoSupport 2004, GSP No. 124, ASCE, Reston/VA, 428-440.
  48. Mayne, P.W. (2003). "Class A footing response prediction from seismic cone tests". Deformation Characteristics of Geomaterials, Vol. 1, (Proc. Lyon’03, France), Swets & Zeitlinger, Lisse: 883-888.
  49. Elhakim, A.F. and *Mayne, P.W. (2003). "Derived stress-strain-strength of clays from seismic cone tests". Deformation Characteristics of Geomaterials, Vol. 1, (Proc. Lyon’03, France), Swets & Zeitlinger, Lisse, 81-87.
  50. Mayne, P.W., Puzrin, A. and Elhakim, A.F. (2003). "Field characterization of small- to high-strain behavior of clays". Soil and Rock America 2003, Proc., 12th Pan American Conf. on Soil Mechanics & Geotechnical Engrg., Vol. 1, MIT, 307-314.
  51. Mayne, P.W. and Brown, D.A. (2003). “Site characterization of Piedmont residuum of North America”. Characterization and Engineering Properties of Natural Soils, Vol. 2, Swets & Zeitlinger, Lisse, 1323-1339.
  52. Mayne, P.W. and Elhakim, A. (2002). "Axial Pile Response Evaluation by Geophysical Piezocone Tests", Proc. Ninth Intl. Conf. on Piling & Deep Foundations, DFI, Nice, Presses de l'ecole Nationale des Ponts et Chaussees: 543-550.
  53. Liao, T. and Mayne, P.W. (2002). "Evaluation of Dynamic Soil Properties and Soil Liquefaction Potential by Seismic Piezocone", Proceedings, International Conference on Advances & New Challenges in Earthquake Engineering Research (ICANCEER), Session 3A, Shangri-La Hotel, Harbin, China.
  54. Liao, T. and *Mayne, P.W. (2002). "Evaluation of Soil Liquefaction Potential and Dynamic Soil Properties by Seismic Piezocone", Proceedings, International Conference on Advances & New Challenges in Earthquake Engineering Research (ANCER 2002), Polytechnic University, Hong Kong, 115-122.
  55. Mayne, P.W., Fahey, M., Massarsch, R., Huang, A-B, Ervin, M., and Tohumcu, P. (2002). "General Report on Ground Property Characterization by In-Situ Tests", Session 1.2, Proceedings, 15th International Conference on Soil Mechanics and Geotechnical Engineering, Istanbul, Vol. 4, 2703-2704.
  56. Camp, W., *Brown, D.A., and Mayne, P.W. (2002). "Construction Method Effects on Axial Drilled Shaft Performance", Deep Foundations 2002, Vol. 1, GSP No. 116, ASCE, Reston/VA, 193-208.
  57. Camp, W., Mayne, P.W., and Brown, D.A. (2002). "Drilled shaft axial design values: Predicted vs. Measured response in a calcareous clay". Deep Foundations 2002, Vol. 2, GSP No. 116, ASCE, Reston/VA, 1518-1532.
  58. Mayne, P.W. (2001). Invited Keynote Lecture: “Stress-Strain-Strength-Flow Parameters from Enhanced In-Situ Tests”, Proceedings, Intl. Conf. on In-Situ Measurement of Soil Properties & Case Histories (In-Situ 2001), Bali: 27-47.
  59. Mayne, P.W. and Schneider, J.A (2001). “Evaluating Axial Drilled Shaft Response by Seismic Cone”, Foundations & Ground Improvement, GSP 113, (GeoOdyssey 2001), ASCE, Reston/VA, 655-669.
  60. Schneider, J.A., Peuchen, J., Mayne, P.W. and McGillivray, A.V. (2001). Piezocone profiling of residual soils. Proceedings, Intl. Conf. on In-Situ Measurement of Soil Properties and Case Histories, Bali, Indonesia, 593-598.
  61. Mayne, P.W. and Elhakim, A.F. (2001). In-Situ Plasma Vitrification of Geomaterials. Proceedings, 15th International Conference on Soil Mechanics & Geotechnical Engineering, Vol. 3, Istanbul, Balkema/Rotterdam, 1807-1810.
  62. Schneider, J.A. and Mayne, P.W. (2000). “Ground Improvement Assessment Using SCPTUs and Crosshole Data”, Innovations & Applications in Geotechnical Site Characterization (GSP 97), ASCE, Reston, 169-180.
  63. McGillivray, A., Casey, T., Mayne, P.W. and Schneider, J.A. (2000). “An Electro-Vibrocone for Site-Specific Evaluation of Soil Liquefaction Potential”, Innovations & Applications in Geotechnical Site Characterization (GSP 97), ASCE: 106-117.
  64. Schneider, J.A. and Mayne, P.W. (2000). “Liquefaction Response of Soils in Mid-America Evaluated by Seismic Cone Tests”, Innovations & Applications in Geotechnical Site Characterization (GSP 97), ASCE, Reston 1-16.
  65. Mayne, P.W., Brown, D.A., Vinson, J., Schneider, J.A. and Finke, K.A. (2000). “Site Characterization of Piedmont Residuum at the NGES, Opelika, Alabama”, National Geotechnical Experimentation Sites, GSP 93, ASCE: 160-185.
  66. Ortigao, J.A. and Mayne, P.W. (1999). “General Report on Ground Property Characterization,” Pan Am Conference on Soil Mechanics and Geotechnical Engineering, Vol. 4, Iguassu, Brazil.
  67. Schneider, J.A., Hoyos, L., Mayne, P.W., Macari, E.J., and Rix, G.J. (1999). “Field and Lab Measurements of Dynamic Shear Modulus of Piedmont Residual Soils,” Behavioral Characteristics of Residual Soils, GSP 92, (Proc., ASCE National Convention, Charlotte), 12-25.
  68. Finke, K.A., Mayne, P.W., and Klopp, R.A. (1999). “Characteristic Piezocone Response in Piedmont Residual Soils,” Behavioral Characteristics of Residual Soils, GSP 92, ASCE, Reston, 1-11.
  69. Mayne, P.W., Martin, G.K., and Schneider, J.A. (1999). “Flat Dilatometer Modulus Applied to Drilled Shaft Foundations in Piedmont Residuum”, Geotechnical Special Publication 92, ASCE, Reston, Virginia: 1-12.
  70. 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, 2191-2195.
  71. Mayne, P.W., Schneider, J.A., and Martin, G.K. (1999). "Small- and High-Strain Soil Properties From Seismic Flat Dilatometer Tests", Proc. Pre-Failure Deformation of Geomaterials, Vol. 1 (Torino), Balkema, Rotterdam, 419-426.
  72. Wise, C.M., Mayne, P.W., and Schneider, J.A. (1999). "Prototype Piezovibrocone for Evaluating Soil Liquefaction Susceptibility", Earthquake Geotechnical Engineering, (Proc. 2nd ICEGE, Lisbon), Balkema, Rotterdam, 537-542.
  73. Finke, K. and Mayne, P.W., "Piezocone Tests in Residual Silts of the U.S. Atlantic Piedmont", Proceedings, XI Pan American Conference on Soil Mechanics & Geotechnical Engineering, Vol. 2, Iguazzu, Brazil, August 1999, 329-334.
  74. Hegazy, Y.A. and Mayne, P.W. (1998). "Delineating Geostratigraphy by Clustering of Piezocone Data", Geotechnical Site Characterization, Vol. 2, Balkema, Rotterdam, 1069-1074.
  75. Burns, S.E. and Mayne, P.W. (1998). "Integrated Opto-Electronic Chemical Sensor for BTEX Detection in Cone Penetra-tion Testing", Geotechnical Site Characterization, Vol. 1, Balkema, Rotterdam, 623-628.
  76. 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, 341-354.
  77. Hegazy, Y.A., Mayne, P.W., and Rouhani, S., "Three Dimensional Geostatistical Evaluation of Cone Data in Piedmont Residual Soils", Proceedings, 14th International Conference on Soil Mechanics & Foundation Engineering, Vol. 1 Hamburg, Sept. 1997, A.A. Balkema, Rotterdam, 683-686.
  78. 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, NY: 254-268.
  79. Vidic, S.D., Mayne, P.W., Beckwith, G.H. and Burns, S.E., "Seismic CPT Profiling of Mine Tailings Dams", Proceedings, International Symposium on Seismic and Environmental Aspects of Dams Design, ISSMFE & ICOLD, Santiago, Oct. 1996.
  80. Hegazy, Y.A. and Mayne, P.W., "Statistical Correlations Between Vs and CPT Data for Different Soil Types", Proceedings, Cone Penetration Testing (CPT'95), Vol. 2, Linköping, Sweden, 1995, 173-178.
  81. 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, 1995, 137-142.
  82. Mayne, P.W., Mitchell, J.K., Auxt, J.A. and Yilmaz, R., "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], Oct. 1995, 263-276.
  83. Chen, B.S-Y. and Mayne, P.W., "Type 1 and 2 Piezocone Evaluations of OCR in Clays", Proceedings, Cone Penetration Testing, Vol. 2, Linköping, Sweden, 1995, 143-148.
  84. Mayne, P.W. and Kulhawy, F.H., "First-Order Estimate of Yield Stresses in Clays by Cone and Piezocone", Proceedings, Cone Penetration Testing, Vol. 2, Linköping, Sweden, 1995, 221-226.
  85. Vidic, S.D., Beckwith, G.H. and Mayne, P.W., "Profiling Mine Tailings With CPT", Proceedings, Cone Penetration Testing (CPT'95), Vol. 2, Linköping, Sweden, 1995, 607-612.
  86. Mayne, P.W., (1995). "Foundation Response by G/Gmax Modulus Degradation Relationships in Soils", Proceedings, NSF Workshop on U.S.-Taiwan Geotechnical Collaboration, Taipei, pp. 136-148.
  87. Mayne, P.W. and Chen, B.S.Y., "Preliminary Calibration of PCPT-OCR Model for Clays", Proceedings, 13th International Conf. on Soil Mechanics and Foundation Engineering, Vol. 1, New Delhi, 1994, 283-286.
  88. Circeo, L.J. and Mayne, P.W., "In-Situ Thermal Stabilization of Road and Airfield Foundation Soils Using Plasma Arc Technology", Proceedings, 4th Intl. Conf. on Bearing Capacity of Roads and Airfields, Minneapolis, July 17-21, 1994.
  89. 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.
  90. Kulhawy, F.H. and Mayne, P.W., (1994). "On Interrelationships Among Mechanical, Electric, and Piezoelectric Cone Penetrometer Test Results", Proceedings, 7th Intl. Congress, Intl. Assoc. of Engrg. Geology (1), Lisbon, pp. 229-235.
  91. 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.
  92. 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.
  93. Mayne, P.W., (1994). "Piezovibrocone Penetrometer for Evaluating Liquefaction Potential of Soils", Proceedings, Workshop on Advancing Technology for Cone Penetration Testing, University of Texas-Austin and ARO.
  94. Mayne, P.W., Chen, B. S-Y., and Brown, D.N., (1994). "Application of Piezocone Model for Predicting Overconsolidation in Clays", Proceedings, 24th Annual Geotechnical Seminar: Environmental and Gee Characterization, ASCE National Capital Section, Washington, D.C.otechnical Sit
  95. Harris, D.E. and Mayne, P.W., (1994). "Axial Load Behavior of Drilled Shaft Foundations in Piedmont Residuum", Proc., Intl. Conf. on Design and Construction of Deep Foundations, Vol. II (Orlando), Federal Highway Administration, Washington DC: 352-368.
  96. 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.
  97. Chen, B.S.Y. and Mayne, P.W., "Piezocone Evaluation of Undrained Shear Strength in Clays", Proceedings, 11th Southeast Asian Geotechnical Conference, Singapore, May 1993, 91-98.
  98. Brown, D.N. and *Mayne, P.W., (1993). "Stress History Profiling of Marine Clays by Piezocone", Proceedings, 4th Canadian Conf.on Marine Geotechnical Engineering, Vol. 1, Memorial Univ., Newfoundland, pp. 176-191.
  99. Mayne, P.W. and *Chen, B.S.Y., (1993). "Effective Stress Method for Piezocone Evaluation of Undrained Shear Strength", Proc. 3rd Intl. Conf. on Case Histories in Geotechnical Engrg. (ICCHGE), Vol. 2, St. Louis, pp. 1305-1312.
  100. 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.
  101. Benson, C., Briaud, J-L., and Mayne, P.W., "In-Situ Tests and Nondestructive Tests: Research Needs", Proceedings, U.S.-China Workshop on Cooperative Research in Geotechnical Engineering, National Science Foundation/USA and National Natural Science Foundation/PRC, Shanghai, Sept. 1992, 99-116.
  102. Mayne, P.W., and Kulhawy, F.H., "Load-Displacement Behavior of Laterally-Loaded Rigid Drilled Shafts in Clay", Piling and Deep Foundations, Vol. 1, Balkema, Rotterdam, 1991, 409-413.
  103. 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.
  104. 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.
  105. 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.

Patents

  1. U.S. Patent 7650962 (issued 26 January 2010): GTRC ID No. 2984 entitled "Rotary Actuated Seismic Source and Methods for Continuous Direct-Push Downhole Seismic Testing" was filed September 17, 2004, in the USPTO by M. Quinn, A.V. McGillivray, and P.W. Mayne.
  2. Pending submission: “Wholetone ebony-ivory keyboard/synthesizer for guitarists”. December 2007.