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Original Articles

Deltaic soil behavior classification using CPTu records—Proposed approach and applied to fifty-four case histories

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Pages 62-79 | Received 17 Aug 2015, Accepted 28 Sep 2015, Published online: 31 May 2016

References

  • Begemann, H. K. S. 1965. The friction jacket cone as an aid in determining the soil profile. Proceedings of the 6th International Conference on Soil Mechanics and Foundation Engineering, ICSMFE, Montreal, September 1965.
  • Berrill, J. B., E. T. C. Ooi, and P. Y. Foray. 1987. Seismic liquefaction in the Buller: preliminary results. Proc. Pacific Conf. Earthquake Engineering, Wairakei, New Zealand, 3: 587–90.
  • Brown, S. G. 1983. In-situ testing techniques applied to embankments over soft organic soils. Master of Science Thesis, California State University at Long Beach.
  • Cai, G., S. Liu, and A. J. Puppala. 2011. Comparison of CPT charts for soil classification using PCPT data: Example from clay deposits in Jiangsu Province, china. Engineering Geology 121:89–96. doi:10.1016/j.enggeo.2011.04.016
  • Cai, G. J., S. Y. Liu, A. J. Puppala, and L. Y. Tong. 2015. Identification of soil strata based on general regression neural network model from CPTU data. Marine Georesources & Geotechnology 33 (3):229–38. doi:10.1080/1064119x.2013.843046
  • Cai, G. J., S. Y. Liu, L. Y. Tong, and G. Y. Du. 2009. Assessment of direct CPT and CPTU methods for predicting the ultimate bearing capacity of single piles. Engineering Geology 104 (1):211–22. doi:10.1016/j.enggeo.2008.10.010
  • Campanella, R. G., P. K. Robertson, D. Gillespie, and J. Greig. 1985. Recent developments in in-situ testing of soils. Proceedings of 11th International Conference on Soil Mechanics and Foundation Engineering, ICSMFE, San Francisco, Vol. 2, 849–54.
  • Cheng-hou, Z., G. Greeuw, J. Jekel, and W. Rosenbrand. 1990. A new classification chart for soft soils using the piezocone test. Engineering Geology 29:31–47. doi:10.1016/0013–7952(90)90080-k
  • Coduto, D. P. 2001. Foundation design principles and practices. 2nd ed. Upper Saddle River, NJ: Prentice Hall, Inc.
  • Douglas, B. J., and R. S. Olsen. 1981. Soil classification using electric cone penetrometer. American Society of Civil Engineers, ASCE, Proceedings of Conference on Penetration Testing and Experience, ST. Louis, October 26–30. 209–27.
  • Elbanna, M., C. Hendry, and J. Sharp. 2007. Axial pile capacity: Predicted versus measured response in southern Alberta clay till. Ottawa: Geo.
  • Eslami, A., and B. H. Fellenius. 1997. Pile capacity by direct CPT and CPTu methods applied to 102 case histories. Canadian Geotechnical Journal 34 (6):886–904. doi:10.1139/cgj-34–6-886
  • Eslami, A., and B. H. Fellenius. 2004. CPT and CPTu data for soil profile interpretation: Review of methods and proposed new approach. Iranian Journal of Science and Technology (IJST) 28:69–86.
  • Eslami, A., B. Hosseini, and M. Eslami. 2010. Soil profiling by CPTu in soft, sensitive soils of Urmiyeh Lake in Iran. 2nd International Symposium on Cone Penetration Testing, Huntington Beach, CA, USA, May 2010.
  • Fellenius, B. H., D. E. Harris, and D. G. Anderson. 2004. Static loading test on a 45 m long pipe pile in Sandpoint, Idaho. Canadian Geotechnical Journal 41:613–28. doi:10.1139/t04–012
  • Geotechnical report 2000. Kocaeli, PEER, Co.
  • Geotechnical report 2001. Hyundai motor America, Santa Ana, Kehoe Testing and Engineering, Co.
  • Geotechnical report 2011. Mollenverg, Trondheim, NTNU.
  • Geotechnical report 2010. South San Francisco Bay, shoreline study, Gregg, Co.
  • Geotechnical report 2008. Oroomie Bridge, Lake study, Moshnir, Co.
  • Geotechnical report 2004. New Costco wholesale store, Redwood city, Kleinfelder, Inc.
  • Geotechnical report 2013. Retail development, Pleasant Hill, California, Kleinfelder, Inc.
  • Geotechnical report 2012. California Ethanol & Power Facility, Landmark, Inc.
  • Geotechnical report 2010. El Centro regional bus transfer terminal, California, Landmark, Inc.
  • Geotechnical report 2011. Beverly Hills high school, Los Angeles, Testing and Engineering.
  • Geotechnical report 2010. West Harbour, Auckland, Ground Investigation, Co.
  • Geotechnical report 2006. South bay energy facility, Black and Veatch, Gregg, Co.
  • Geotechnical report 2009. Stevenson boulevard and Mowry avenue Newark, California, Gregg, Co.
  • Geotechnical report 2001. Hyundai motor America, Santa Ana, Kehoe Testing and Engineering, Co.
  • Geotechnical report 2013. Pleasanton, California, ENGEO.
  • Geotechnical report 2011. San Pedro Area, California, Kehoe Testing and Engineering, Co.
  • Geotechnical report 2005. Whitefish–West, Montana, Thomas Dean and Hosskins, Inc.
  • Geotechnical report 2006. South bay energy facility, Black and Veatch, Gregg, Co.
  • Geotechnical report 2009. Stevenson boulevard and Mowry avenue Newark, California, Gregg, Co.
  • Geotechnical report 2011. Beverly Hills high school, Los Angeles, Testing and Engineering.
  • Geotechnical report 2001. Hyundai motor America, Santa Ana, Kehoe Testing and Engineering, Co.
  • Geotechnical report 2012. Pacific coast highway and Cota avenue, California, Kehoe Testing and Engineering.
  • Geotechnical report 1999. Mid-American Earthquake Center, Memphis.
  • Geotechnical report 2011. Petaluma, California, Miller Pacific Engineering Group.
  • Geotechnical report 2005. N. Berkeley Residential, Gregg. Co.
  • Geotechnical report 2005. Whitefish–West, Montana, Thomas Dean and Hosskins, Inc.
  • Geotechnical report 2006. South bay energy facility, Black and Veatch, Gregg, Co.
  • Geotechnical report 2009. Stevenson boulevard and Mowry avenue Newark, California, Gregg, Co.
  • Geotechnical report 2011. San Pedro Area, California, Kehoe Testing and Engineering, Co.
  • Geotechnical report 2007. Bell road Windsor, California, gINT Software, Inc.
  • Geotechnical report 2008. Mahshahr, Moshnir, Co.
  • Geotechnical report 2013. Loudoun county, Virginia, ECS, Inc.
  • Hamza, M. M., M. M. Shahien, and M. H. Ibrahim. 2005. Characterization and undrained shears strength of Nile Delta soft deposits using peizocone. 16th International Conference on Soil Mechanics and Geotechnical Engineering, Osaka, September 12–16.
  • Holtz, R. D., W. D. Kovacs, and T. C. Sheahan. 2011. An introduction to geotechnical engineering. 2nd ed. Prentice Hall, Inc.
  • Huang, A. B., and P. W. Mayne. 2008. Geotechnical and geophysical site characterization, 260. Taipei, Taiwan: ISC.
  • Jefferies, M. G., and M. P. Davies. 1991. Soil classification using the cone penetration test: Discussion. Canadian Geotechnical Journal 28 (1):173–76. doi:10.1139/t91–023
  • Ku, C. S., C. H. Juang, and C. Y. Ou. 2010. Reliability of CPT Ic as an index for mechanical behavior classification of soils. Géotechnique 60 (11):861–75. doi:10.1680/geot.09.p.097
  • Ku, C.-S., D.-H. Lee, and J.-H. Wu. 2004. Evaluation of soil liquefaction in the Chi-Chi, Taiwan earthquake using CPT. Soil Dynamics and Earthquake Engineering 24:659–73. doi:10.1016/j.soildyn.2004.06.009
  • Kyle, M. R., S. J. Jorgensen, and T. E. Ross. 1998. Optimum moisture content for dynamic compaction of collapsible soils. Journal of Geotechnical and Geoenvironmental Engineering 124:699–708. doi:10.1061/(asce)1090–0241(1998)124:8(699)
  • Long, M. 2005. Review of peat strength, peat characterization and constitutive modelling of peat with reference to landslides. Studia Geotechnical Mechanica 27 (3–4):67–90.
  • Long, M., and N. Baylan. 2012. In-situ testing of peat—a review and update on recent developments. Geotechnical Engineering Journal of the SEAGS & AGSSEA 43 (4):41–55.
  • Long, M., and P. Jennings. 2006. Analysis of the peat slide at Pollatomish, County Mayo, Irland. Landslides 3:51–61. doi:10.1007/s10346–005-0006-z
  • Lunne, T. 2010. The CPT in offshore soil investigations—a historic perspective. 2nd International Symposium on Cone Penetration Testing, Huntington Beach, CA, USA, May 2010.
  • Mayne, P. W. 2008. Piezocone profiling of clays for maritime site investigations. 11th Baltic Sea Geotechnical Conference Geotechnics in Maritime Engineering, Gdansk, Poland, September 15–18.
  • Mitchell, J. K., A. Lodge, R. Coutinho, R. Kayen, R. B. Seed, S. Nishio, and K. H. Stokoe. 1994. In-situ test results from four Loma Prieta Earthquake liquefaction sites: SPT, CPT, DMT, and shear wave velocity. UCB/EERC-94/04, Earthquake Engineering Reserch Center, Berkeley, California.
  • Parsons, R. L., R. M. Johnson, D. A. Brown, S. Dapp, and J. J. Brennan. 2009. Characterization of loess for deep foundations. DFI Journal: The Journal of the Deep Foundations Institute 3 (2):14–24. doi:10.1179/dfi.2009.008
  • Powell, J. M., and T. Lunne. 2005. Use of CPTu data in clays/fine grained soils. Studia Geotechnical Mechanica 27 (3–4):29–66.
  • Robertson, P. K. 1990. Soil classification using the cone penetration test. Canadian Geotechnical Journal 27 (1):151–58. doi:10.1139/t90–014
  • Robertson, P. K. 2010. Soil behavior type from CPT. 2nd International Symposium on Cone Penetration Testing, Huntington Beach, CA, USA, May 2010.
  • Robertson, P. K., and K. L. Cabal. 2010. Estimating soil unit weight from CPT. 2nd International Symposium on Cone Penetration Testing, Huntington Beach, CA, USA, May 2010.
  • Robertson, P. K., R. G. Campanella, P. T. Brown, I. Grof, and J. M. O. Hughes. 1985. Design of axially and laterally loaded piles using in situ tests: A case history. Canadian Geotechnical Journal 22:518–27. doi:10.1139/t85–072
  • Romoen, M., A. A. Pfaffhunber, K. Karlsrud, and T. E. Helle. 2010. Resistivity on marine sediments retrieved from RCPTu-soundings: A Norwegian case study. 2nd International Symposium on Cone Penetration Testing, Huntington Beach, CA, USA, May 2010.
  • Schmertmann, John H. 1978. Guidelines for cone penetration test. (Performance and Design). No. FHWA-TS-78-209.
  • Searle, R. C. 1983. Multiple, closely spaced transform faults in fast-slipping fracture zones. Geology 11 (10):607–610.
  • Szymanski, A., A. Drozdz, and M. Bajda. 2006. Assessment of stress history in glacial soils on the besic of cone penetration tests. IAEG papers 1:365.
  • Technical report. 2002. FHWA NJ 2001–032.
  • Technical report. 2003. Department of Geological science, Virginia Polytechnic Institute and State University Blacksburg.
  • Witherspoon, W. T. 2006. Load capacity testing and analysis of residential underpinning in expansive clay. Thesis of Doctoral, University of Texas at Arlington.

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