[1] LUNNE T. In situ testing in offshore geotechnical investigations[C]//Anon.Proc. Int. Conf. on In Situ Measurement of Soil Properties and Case Histories，Bali，Indonesia.[S.l.：s.n.]，2001：61-81.
[2] LUNNE T，ROBERTSON P K，POWELL J J. Cone penetration testing in geotechnical practice [M]. London: E & FN Spon Routlege，1997.
[3] SANDVEN R. Strength and deformation properties of fine grained soils obtained from piezocone tests [D]. Ph.D. thesis, Norwegian Institute of Technology, Trondheim, Department of Civil Engineering, Doktor ingenioravhandling, Norway, 1990.
[4] ROBERTSON P K，CAMPANELLA R G，GILLESPIE D，et al. Use of piezometer cone data [C]//ASCE. In Situ ’86，A Specialty Conference：Use of in Situ Tests in Geotechnical Engineering，ASCE. 1986. USA: ASCE，1986: 1263-1280.
[5] DOUGLAS B J，OLSEN R S. Soil classification using electric con penetrometer [C]//ASCE. Proceedings of the ASCE National Convention，St. Louis: ASCE，1981：209-227.
[6] ROBERTSON P K. Soil classification using the cone penetration test[J]. Canadian Geotechnical Journal，1990，27(1)：984-986.
[7] JEFFERIES M G，DAVIES M P. Use of CPTU to estimate equivalent SPT N60[J]. ASTM Geotechnical Testing Journal，1993，16(4)：458-468.
[8] ROBERTSON P K. Interpretation of cone penetration tests-a unified approach[J]. Canadian Geotechnical Journal，2009，46(46)：1337-1355.
[9] MAYNE P W. Interpretation of geotechnical parameters from seismic piezocone tests [C]//CPT14. 3rd International Symposium on Cone Penetration Testing，Las Vegas，Nevada，USA，2014：47-73.
[10] ZHANG Z，TUMAY M T. Non-traditional approaches to soil classification derived from the cone penetration test[J]. Probabilistic Site Characterization at the National Geotechnical Experimentation Sites，2003(121)：100-149.
[11] HEGAZY Y A. Delineating geostratigraphy by cluster analysis of piezocone data [D]. Atlanta, USA: Georgia Institute of Technology, 1990.
[12] MAYNE P. W. Stress-strain-strength-flow parameters from enhanced in-situ tests [C]// Proceedings International Conference on In-situ Measurement of Soil Properties and Case Histories，Bali，Indonesia，2001：27-48.
[13] SCHMERTMANN J H. Guidelines for cone penetration test(Performance and design): FHWATS-78-209 [S]. Washington D．C：Federal Highway Administration. 1978.
[14] BALDI G，BELLOTTI R，GHIONNA V，et al. Interpretation of CPT′s and CPTU′s-part II：Drained penetration in sand [C]// Nayang Technical Institute. In Proceedings of the Fourth International Geotechnical Seminar，Singapore, 1986：143-156.
[15] JAMIOLKOWSKI M，PRESTI D C F L，MANASSERO M. Evaluation of relative density and shear strength of sands from CPT and DMT[J]. In Soil Behaviour and Soft Ground Construction, ASCE Geotechnical Special Publication, 2003(119), 201-238.
[16] MAYNE P W. Undisturbed sand strength from seismic cone tests[J]. Geomechanics and Geoengineering，2006，1(4)：239-247.
[17] SENNESET K，JANBU N，SVANO G. Strength and deformation parameters from cone penetration tests [C]// Proceedings of the 2nd European Symposium on Penetration Testing，ESPOT-Ⅱ. Rotterdam: Balkema Publishers，1982：863-870.
[18] VESIC A S，Expansion of cavities in infinite soil mass[J]. Journal of the Soil Mechanics and Foundations Division，1972，98(3)：265-290.
[19] RANDOLPH M F，WROTH C P. An analytical solution for the consolidation around a driven pile[J]. International Journal for Numerical & Analytical Methods in Geomechanics，1979，3(3)：217-229.
[20] CAMPANELLA R G，ROBERTSON P K，GILLESPIE D，et al. Recent developments in in-situ testing of soils [C]// Proceedings of the 11th International Conference on Soil Mechanics and Foundation Engineering，San Francisco，1985，Rotterdam: Balkema Publishers，1985：949-854.
[21] LUNNE T，CHRISTOPHERSEN H P，TJELTA T I. Engineering use of piezocone data in North Sea clays [C]// Proceedings of the 11th International Conference on Soil Mechanics and Foundation Engineering，San Francisco，1985，Rotterdam: Balkema Publishers，1985：907-912.
[22] 刘松玉，蔡国军，童立元. 现代多功能CPTU技术理论与工程应用 [M]. 北京：科学出版社，2013.
[23] MAYNE P W. Stress-strain-strength-flow parameters from enhanced in-situ tests [C]// Proceedings International Conference on In-situ Measurement of Soil Properties and Case Histories，Bali，Indonesia，2001：27-48.
[24] LUNNE T，ROBERTSON P K，POWELL J J. Cone penetration testing in geotechnical practice [M]. London: E & FN Spon Routlege，1997.
[25] MAYNE P W. Integrated ground behavior：In-situ and lab tests [M]. London：Taylar & Francis，2005.
[26] PINCUS H J，MAYNE P W，RIX G J. Gmax-qc relationships for clays[J]. Geotech Testing Journal，1993，16(1)：55-60.
[27] JAMIOLKOWSKI M，GHIONNA V N，LANCELLOTTA R. New correlations of penetration tests for design practice [C]// Proceedings of the International Symposium on Penetration Testing，ISPOT-1，Orlando，1988. Rotterdam: Balkema Publishers，1988：263-296.
[28] RIX G J，STOKOE K H. Correlation of initial tangent modulus and cone resistance [C]// Proceeding of the International Symposium on Calibration Chamber Testing，Potsdam，New York，1992. New York: Elsevier，1992: 351-361.
[29] PIRATHEEPAN P. Estimating shear-wave velocity from SPT and CPT data. M．S. Thesis [D]. Clemson，South Carolina，USA: Clemson University，2002.
[30] ANDRUS R D，MONHANAN N P，PIRATHEEPAN P，et al. Predicting shear-wave velocity from cone penetration resistance [C]//Earthquake Geotechnical Engineering, 4th Int. Conf. on Earthquake Geotechnical Engineering, Thessaloniki, Greece，June 25-28，2007.Netherlands：Springer, 2007：1-12.