Citation: |
Mingyuan WANG, Kuanjun WANG, Lipei ZHOU, Shengjie DI, Bin XU. |
[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.
|
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