442
Views
7
CrossRef citations to date
0
Altmetric
Original Articles

SPT-CPT Correlation and Its Application for Liquefaction Evaluation in China

&
Pages 272-281 | Received 17 Aug 2013, Accepted 21 Nov 2013, Published online: 25 Nov 2014

References

  • Akca , N. 2003 . Correlation of SPT–CPT data from the United Arab Emirates . Engineering Geology 67 : 219 – 231 .
  • Baez , J. I. , G. M. Martin , and T. L. Youd . 2000 . Comparison on SPT-CPT liquefaction evaluations and CPT interpretations . Geotechnical site Characterization 10 : 17 – 31 .
  • Bhattacharya , S. , M. Hyodo , K. Goda , T. Tazoh , and C. A. Taylor . 2011 . Liquefaction of soil in the Tokyo Bay area from the 2011 Tohoku (Japan) earthquake . Soil Dynamics and Earthquake Engineering 31 : 1618 – 1628 .
  • Cai , G. , S. Liu , L. Tong , and G. Du . 2008 . Evaluation of liquefaction of sandy soils based on cone penetration test . Chinese Journal of Rock Mechanics and Engineering 27 ( 5 ): 1019 – 1027 .
  • Cai , G. , S. Liu , and J. Puppala . 2011 . Comparison of CPT charts for soil classification using PCPT data: Example from clay deposits in Jiangsu Province, China . Engineering Geology 121 ( 1–2 ): 89 – 96 .
  • Cai , G. , S. Liu , and J. Puppala . 2012 . Liquefaction assessments using seismic piezocone penetration (SCPTU) test investigations in Tangshan region in China . Soil Dynamics and Earthquake Engineering 41 : 141 – 150 .
  • Cetin , K. O. , R. B. Seed , A. Der Kiureghian , K. Tokimatsu , L. F. Harder , R. E. Kayen , and R. S. Moss . 2004 . Standard penetration test-based probabilistic and deterministic assessment of seismic soil liquefaction potential . Journal of Geotechnical and Geoenvironmental Engineering 130 ( 12 ): 1314 – 1340 .
  • Chang , M. F. 1988 . In-situ testing of residual soils in Singapore. Proceedings of the 2nd International Conference Geomechanics in Tropical Soils, Singapore, 6 May 1988 , 197 – 108 .
  • Chen , G. , K. Zhang , and J. Xie . 1991 . Research on reliability of liquefaction prediction . Earthquake Engineering and Engineering Vibration 11 ( 2 ): 85 – 96 .
  • Chen , G. , Q. Hu , and X. Liu . 2002 . Some comments on methodologies for estimating liquefaction of sandy soils . Earthquake Engineering and Engineering Vibration 22 ( 1 ): 141 – 151 .
  • Chin , C. T. , S. W. Duann , and T. C. Kao . 1998 . SPT-CPT correlations for granular soils. Proceedings of the First International Symposium on Penetration Testing, Orlando, FL , 335 – 339 .
  • Coduto , D. P. 2001 . Foundation Design – Principles and Practice, , 2nd edn . London: Prentice Hall .
  • Fang , Y. and G. Wen . 1999 . Application of cone penetration and standard penetration in geotechnical prospecting in Kaifeng area . Journal of Yellow River Conservancy Technical Institute 11 ( 4 ): 28 – 32 .
  • Idriss , I. M. and R. W. Boulanger . 2004 . Semi-empirical procedures for evaluating liquefaction potential during earthquakes. Proceedings of the 11th International Conference on Soil Dynamics & Earthquake Engineering and the 3rd International Conference on Earthquake Geotechnical Engineering, Berkeley, CA , 32 – 56 .
  • Jaksa , M. B. , P. I. Brooker , and W. S. Kaggwa . 1997 . Inaccuracies associated with estimating random measurement errors . Journal of the Geotechnical and Geoenvironmental Engineering 123 ( 5 ): 393 – 401 .
  • Jeffries , M. G. and M. P. Davies . 1991 . Use of CPTu to estimate equivalent SPT N60 . Geotechnical Testing Journal 16 ( 4 ): 458 – 467 .
  • Kara , O. and Z. Gunduz . 2010 . Correlation between CPT and SPT in Adapazari, Turkey. Proceedings of the 2nd International Symposium on Cone Penetration Testing, Huntington Beach, CA , 2 – 18 .
  • Kasim , A. G. , C. Ming-Yau , and N. J. Curtis . 1986 . Field correlation of cone and standard penetration tests . Journal of Geotechnical Engineering 112 ( 3 ): 368 – 372 .
  • Kulhawy , F. H. and P. H. Mayne . 1990 . Manual on Estimating Soil Properties for Foundation Design . Palo Alto , CA : Electric Power Research Institute .
  • Li , Y. and J. Gong . 2008 . Comparative study on liquefaction identifying method of ground soil in seismic design code worldwide . Port and Watering Engineering 8 ( 418 ): 30 – 38 .
  • Liu , S. and Y. Wu . 2004 . On the state-of-art and development of CPT in China . Chinese Journal of Geotechnical Engineering 26 ( 4 ): 553 – 556 .
  • Meyerhof , G. G. 1956 . Penetration tests and bearing capacity of cohesionless soils . Journal of the Soil Mechanics and Foundations Division 82 ( 1 ): 1 – 19 .
  • Meigh , A. C. and I. K. Nixon . 1961 . Comparison of in-situ tests of granular soils. Proceedings of 5th International Conference on Soil Mechanics and Foundation Engineering, Paris, France.
  • Ministry or Housing and Urban-Rural Development of People's Republic of China . 2009 . Code for Investigation of Geotechnical Engineering, GB 50021-2001.
  • Ministry or Housing and Urban-Rural Development of People's Republic of China . 2010 . Code for Seismic Design of Buildings, GB 50011-2001.
  • Moss , R. E. S. , R. B. Seed , R. E. Kayen , J. P. Stewart , A. Der Kiureghian , and K. O. Cetin . 2006 . CPT-based probabilistic and deterministic assessment of in situ seismic soil liquefaction potential . Journal of Geotechnical and Geoenvironmental Engineering 132 ( 8 ): 1032 – 1051 .
  • Robertson , P. K. , R. G. Campanella , and A. Wightman . 1983 . SPT-CPT Correlations . Journal of Geotechnical Engineering 109 ( 7 ): 1449 – 1459 .
  • Schmertmann , J. K. 1970 . Static cone to compute static settlement over sand . Journal of the Geotechnical Engineering Division 96 ( SM3 ): 1011 – 1043 .
  • Swan , A. R. H. and M. Sandilands . 1995 . Introduction to geological data analysis . Oxford : Blackwell .
  • Wang , G. and J. Zhang . 2007 . Recent advances in seismic liquefaction research . Advances in Mechanics 37 ( 4 ): 575 – 589 .
  • Color versions of one or more of the figures in the article can be found online at www.tandfonline.com/umgt.

Reprints and Corporate Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

To request a reprint or corporate permissions for this article, please click on the relevant link below:

Academic Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

Obtain permissions instantly via Rightslink by clicking on the button below:

If you are unable to obtain permissions via Rightslink, please complete and submit this Permissions form. For more information, please visit our Permissions help page.