Skip to main content

Correlation Analysis of CPT Test Results and the Compaction Index for Calcareous Sand

  • Conference paper
  • First Online:
  • 2071 Accesses

Abstract

In previous studies, the standard penetration test (SPT) has been used to determine the compaction of sand and develop resulting correlations. However, correlations are rarely based on the cone penetration Test (CPT), especially those correlating with relative compaction values. Several drilling boreholes were selected to collect samples for laboratory testing as part of the Kuwait LNGI project. The test results showed that the relative density and fines content exhibit a linear correlation at a specified level of relative compaction and the samples with high fines contents yielded larger maximum density values based on compaction tests compared with those based on relative density tests. Moreover, a comparative analysis of the correlation between qc and the relative density was conducted based on three methods: Jamiolkowski’s method, Baldi’s method and Jamiolkowski’s method with a carbonate content correction. The analysis results revealed that Jamiolkowski’s method yielded higher qc values than Baldi’s method at a 90% compaction level, and the corrected Jamiolkowski method yielded low qc values. Furthermore, in accordance with the above analysis, it was more reasonable to establish acceptance criteria based on Baldi’s method for the compaction of sand with a carbonate content less than 45%. However, the corrected Jamiolkowski method should be applied when the carbonate content is greater than 45%.

This is a preview of subscription content, log in via an institution.

Buying options

Chapter
USD   29.95
Price excludes VAT (USA)
  • Available as PDF
  • Read on any device
  • Instant download
  • Own it forever
eBook
USD   169.00
Price excludes VAT (USA)
  • Available as EPUB and PDF
  • Read on any device
  • Instant download
  • Own it forever
Softcover Book
USD   219.99
Price excludes VAT (USA)
  • Compact, lightweight edition
  • Dispatched in 3 to 5 business days
  • Free shipping worldwide - see info
Hardcover Book
USD   219.99
Price excludes VAT (USA)
  • Durable hardcover edition
  • Dispatched in 3 to 5 business days
  • Free shipping worldwide - see info

Tax calculation will be finalised at checkout

Purchases are for personal use only

Learn about institutional subscriptions

References

  1. Villet, W.C.B., Mitchell, J.K.: Cone resistance, relative density and friction angle, cone penetration testing and experience. ASCE (1981)

    Google Scholar 

  2. Schmertmann, J.H.: Static cone to compute static settlement over sand. J. Soil Mech. Found. Div. 96, 1011–1043 (1970)

    Article  Google Scholar 

  3. Schmertmann, J.H.: Guidelines for cone penetration test, performance and design. Report No. FHWA-TS-78-209, U.S. Department of Transportation, Washington, D.C. (1978)

    Google Scholar 

  4. Lambe, T.W., Whitman, R.V.: Soil Mechanics, SI Version. Wiley, New York (1979)

    Google Scholar 

  5. ASTM D 4254: Standard test methods for minimum index density and unit weight of soils and calculation of relative density. ASTM Special Technical Publications (2016)

    Google Scholar 

  6. ASTM D1557: Standard test methods for laboratory compaction characteristics of soil using modified effort. ASTM Special Technical Publications (2012)

    Google Scholar 

  7. Lee, K.L., Singh, A.: Relative density and relative compaction. J. Soil Mech. Found. Div. 97(7), 1049–1052 (1971)

    Article  Google Scholar 

  8. Gomaa, Y., Gihan, A.: Correlation between relative density and compaction parameters. In: Twelfth International Colloquium on Structural and Geotechnical Engineer, 12th ICSGE, Cairo (2007)

    Google Scholar 

  9. Arcement, B.J., Wright, S.G.: Evaluation of Laboratory Compaction Procedures for Specification of Densities for Compacting Fine Sands. Earth Walls (2001)

    Google Scholar 

  10. Baldi, G., Bellotti, V.N., Ghionna, N., Jamiolkowski, M., Pasqualini, E.: Interpretation of CPT’s and CPTU’s – 2nd part: drained penetration of sands. In: Proceedings of the 4th International Geotechnical Seminar Field Instrumentation and In-Situ Measurements, Nanyang Technological Institute, Singapore, 25–27 November 1986, pp. 143–156 (1986)

    Google Scholar 

  11. Jamiolkowski, M., LoPresti, D.C.F., Manassero, M.: Evaluation of relative density and shear strength of sands from cone penetration test and flat dilatometer test. In: Soil Behavior and Soft Ground Construction (GSP119), pp. 201–238. American Society of Civil Engineers, Reston (2001)

    Google Scholar 

  12. ASTM D2487: Standard Practice for Classification of Soils for Engineering Purpose (Unified Soil Classification System). ASTM Special Technical Publications (2016)

    Google Scholar 

  13. Lunne, T., Robertson, P.K., Powell, J.J.M.: Cone Penetration Testing in Geotechnical Practice. Blackie Academic and Professional, London (1997)

    Google Scholar 

  14. PIANC: Classification of soils and rocks for the maritime dredging process report of marcom working group 144 (2014)

    Google Scholar 

  15. Wehr, W.J.: Influence of the carbonate content of sand on vibro compaction. In: 6th International Conference on Ground Improvement Techniques, Coimbra, Portugal (2005)

    Google Scholar 

  16. Lunne, T.: Guidelines for use and interpretation of CPT in hydraulically constructed fill. Report No. 20041367-3, NGI (2006)

    Google Scholar 

  17. Hyde, A.F.L., Kam, M.W., et al.: The effect of silica content on the propertied of carbonate sand. In: Proceedings of the XIII, ICSMFE, New Delhi, pp. 267–270 (1994)

    Google Scholar 

Download references

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Xiaocong Liang .

Editor information

Editors and Affiliations

Rights and permissions

Reprints and permissions

Copyright information

© 2018 Springer Nature Singapore Pte Ltd.

About this paper

Check for updates. Verify currency and authenticity via CrossMark

Cite this paper

Liang, X., Guo, X., Wang, X., Chen, S., Wang, D. (2018). Correlation Analysis of CPT Test Results and the Compaction Index for Calcareous Sand. In: Hu, L., Gu, X., Tao, J., Zhou, A. (eds) Proceedings of GeoShanghai 2018 International Conference: Multi-physics Processes in Soil Mechanics and Advances in Geotechnical Testing. GSIC 2018. Springer, Singapore. https://doi.org/10.1007/978-981-13-0095-0_58

Download citation

Publish with us

Policies and ethics