Stress History Estimation Method of Underconsolidated Soil by Partial Piezocone Dissipation Tests

References

• Battaglio , M. , M. Jamiolkowski , R. Lancellotta , and R. Maniscalso . 1986 . Interpretation of CPT's and CPTU's. Proceedings in the Fourth International Geotechnical Seminar: Field instrumentation and In-Situ Measurement, Nanyang Technical Institute, Singapore, pp. 129–143.
   Google Scholar
• Butterfield , R. 1979 . A natural compression law for soils . Géotechnique 29 ( 4 ): 469 – 480 .
   Web of Science ®Google Scholar
• Cai , G. J. , S. Y. Liu , and L. Y. Tong . 2010 . Field evaluation of deformation characteristics of a lacustrine clay deposit using seismic piezocone tests . Engineering Geology 116 ( 3 ): 251 – 260 .
   Web of Science ®Google Scholar
• Demers , D. , and S. Leroueil . 2002 . Evaluation of preconsolidation pressure and the overconsolidation ratio from piezocone tests of clay deposits in Quebec . Canadian Geotechnical Journal 39 ( 1 ): 174 – 192 .
   Web of Science ®Google Scholar
• Flemings , P. B. , H. Long , B. Dugan , J. Germaine , C. M. John , J. H. Behrmann , and D. Sawyer . 2008 . Pore pressure penetrometers document high overpressure near the seafloor where multiple submarine landslides have occurred on the continental slope, offshore Louisiana, Gulf of Mexico . Earth and Planetary Science Letters 269 : 309 – 325 .
   Web of Science ®Google Scholar
• Konrad , J. M. and K. T. Law . 1987 . Preconsolidation pressure from piezocone test in marine clays . Geotechnique 37 ( 2 ): 177 – 190 .
   Web of Science ®Google Scholar
• Lim , B. S. , M. T. Tumay , and D. D. Seo . 2006 . Status of consolidation from incomplete Piezocone dissipation tests. Site and geomaterial characterization (GSP 149). Proceedings of sessions of GeoShanghai. ASCE, Shanghai, China. n 149, p. 56–63.
   Google Scholar
• Lim , B. S. , M. T. Tumay , and H. S. Scott . 2009 . Estimation of Stress History by Partial Piezocone Dissipation Tests. International Foundation Congress and Equipment Expo, Orlando, March, pp. 15–19.
   Google Scholar
• Liu , S. Y. , G. J. Cai , L. Y. Tong , and G. Y. Du . 2008 . Approach on the engineering properties of Lianyungang marine clay from piezocone penetration tests . Marine Georesources & Geotechnology 26 ( 7 ): 189 – 210 .
   Web of Science ®Google Scholar
• Long , H. , P. B. Flemings , and J. T. Germaine . 2007 . Interpreting in situ pressure and hydraulic properties with borehole penetrometers in ocean drilling: DVTPP and piezoprobe deployments at southern Hydrate Ridge, offshore Oregon . Journal of Geophysical Research 112, B04101, pp. 1 – 17 .
   Google Scholar
• Lunne , T. , P. K. Robertson , and J. J. M. Powell . 1997 . Cone Penetration Testing in Geotechnical Practice . London and New York : Spon Press , pp. 1 – 5 .
   Google Scholar
• Mayne , P. W. 1994 . Preliminary calibration of PCPT-OCR model for clays . In Proceedings of the 13th International Conference on Soil Mechanics and Foundation Engineering , New Delhi , 1 : 283 – 286 .
   Google Scholar
• Mayne , P. W. 1991 . Determination of OCR in clays by piezocone tests using cavity expansion and critical state concepts . Soils and Foundations 31 ( 2 ): 65 – 76 .
   Google Scholar
• Mayne , P. W. 1989 . Site characterization of Yorktown formation for new accelerator. Foundation Engineering, Current Principles (GSP 22), ASCE, New York, pp. 1–15.
   Google Scholar
• Oikawa , H. 1987 . Compression curve of soft soils . Soils and Foundations 27 ( 3 ): 99 – 104 .
   Google Scholar
• Onitsuka , K. , Z. Hong , Y. Hara , and S. Yoshitake . 1995 . Interpretation of oedometer test data for natural clays . Soils and Foundations 35 ( 3 ): 61 – 70 .
   Google Scholar
• Robertson , P. K. and R. G. Companella . 1988 . Guidelines for using the CPT, CPTU and marchetti DMT for geotechnical design. Final Report No. FHWA-PA-87–023-84–24, prepared for the Federal Highway Administration Civil Engineering Department, University of British Columbia, Vancouver, Canada.
   Google Scholar
• Varney , A. J. 1996 . A performance comparison between a novel tapered piezoprobe and the piezoprobe in Boston blue clay. M.S. Thesis, Massachusetts Institute of Technology, Cambridge, MA, pp. 187–189.
   Google Scholar
• Whittle , A. J. , J. T. Sutabuter , and A. J. Varney . 2001 . Prediction and interpretation of pore pressure dissipation for a tapered piezoprobe . Geotechnique 51 ( 7 ): 601 – 617 .
   Web of Science ®Google Scholar
• Color versions of one or more of the figures in the article can be found online at www.tandfonline.com/umgt.
   Google Scholar