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SPT–CPTU Correlations and Liquefaction Evaluation for the Island and Tunnel Project of the Hong Kong–Zhuhai–Macao Bridge

Abstract

Considering the importance and complexity of the island and tunnel project for the Hong Kong–Zhuhai–Macao Bridge (HZMB), simple piezocone penetration (CPTU) testing has difficulties evaluating soil mechanics and characteristics accurately. Since geotechnical engineers are more familiar with standard penetration tests (SPT) and related design procedures, there is a necessity for reliable SPT–CPTU correlation so that CPTU data can translate to SPT design. This paper reviews existing correlations in the literature between SPT and CPTU, which depend on grain size, fines content or the soil behavior-type index. Since geologic contexts have not been investigated in the existing correlations, a linear function with zero-intercept SPT–CPTU correlations has been developed for every engineering geological unit layer, and the correlations were applied in liquefaction potential evaluation in cases where there was a lack of SPT data. For verification, this liquefaction evaluation was also carried out using both CPTU and SPT testing, and site-specific qt/N ratios of 0.11, 0.16, 0.30 and 0.41 for different soil categories are presented. The developed SPT–CPTU correlations are in accordance with existing correlations in the literature, and the results also reveal that the developed correlations and the liquefaction evaluations are essential for site investigation and geotechnical design in the HZMB area, especially providing a reference for similar engineering surveys.

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References

  1. 1.

    Schmertmann JK (1970) Static cone to compute static settlement over sand. ASCE-JSMFD 96(SM3):1011–1043

    Google Scholar 

  2. 2.

    Robertson PK, Wride CE (1998) Evaluating cyclic liquefaction potential using the cone penetration test. Can Geotech J 35(3):442–459. https://doi.org/10.1139/cgj-35-3-442

    Article  Google Scholar 

  3. 3.

    Youd TL et al (2001) Liquefaction resistance of soils: summary report from the 1996 NCEER and 1998 NCEER/NSF workshops on evaluation of liquefaction resistance of soils. J Geotech Geoenviron Eng 127(10):817–833. https://doi.org/10.1061/(ASCE)1090-0241(2001)127:10(817)

    Article  Google Scholar 

  4. 4.

    Cetin KO, Seed RB, Kiureghian A, Tokimatsu K, Harder L Jr, Kayen RE, Moss RE (2004) Standard penetration test-based probabilistic and deterministic assessment of seismic soil liquefaction potential. J Geotech Geoenviron Eng 130(12):1314–1340. https://doi.org/10.1061/(ASCE)1090-0241(2004)130:12(1314)

    Article  Google Scholar 

  5. 5.

    Moss RE, Seed RB, Kayen RE, Stewart JP, Kiureghian A, Cetin KO (2006) CPT-based probabilistic and deterministic assessment of in situ seismic soil liquefaction potential. J Geotech Geoenviron Eng 132(8):1032–1051. https://doi.org/10.1061/(ASCE)1090-0241(2006)132:8(1032)

    Article  Google Scholar 

  6. 6.

    Baziar MH, Azizkandi AS, Kashkooli A (2015) Prediction of pile settlement based on cone penetration test results: an ANN approach. KSCE J Civil Eng 19(1):98–106. https://doi.org/10.1007/s12205-012-0628-3

    Article  Google Scholar 

  7. 7.

    Kenarsari AE, Chenari RJ, Eslami A (2013) Characterization of the correlation structure of residual CPT profiles in sand deposits. Int J Civil Eng 11(1):29–37

    Google Scholar 

  8. 8.

    Cai G, Liu S, Puppala AJ, Tong L (2015) Identification of soil strata based on general regression neural network model from CPTU data. Mar Georesour Geotechnol 33(3):229–238. https://doi.org/10.1080/1064119X.2013.843046

    Article  Google Scholar 

  9. 9.

    Mayne PW (2007) In-situ test calibrations for evaluating soil parameters. Characterization and engineering properties of natural soils, vol 3. Taylor & Francis Group, London, pp 1602–1652

    Google Scholar 

  10. 10.

    Li X, Cai G, Liu S, Puppala AJ, Zheng J, Jiang T (2017) Undrained shear strength and pore pressure changes due to prestress concrete pile installation in soft clay. Int J Civil Eng. https://doi.org/10.1007/s40999-017-0200-0

    Article  Google Scholar 

  11. 11.

    Zhang M, Tong LY (2017) Determination of hydraulic conductivity using a modified cylindrical-half-spherical piezocone model. Int J Civil Eng. https://doi.org/10.1007/s40999-017-0154-2

    Article  Google Scholar 

  12. 12.

    Robertson PK, Campanella RG, Wightman A (1983) SPT–CPT correlations. J Geotech Eng 109:1449–1459

    Article  Google Scholar 

  13. 13.

    Akca N (2003) Correlation of SPT–CPT data from the United Arab Emirates. Eng Geol 67(3):219–231. https://doi.org/10.1016/S0013-7952(02)00181-3

    MathSciNet  Article  Google Scholar 

  14. 14.

    Zhao X, Cai G (2015) SPT–CPT correlation and its application for liquefaction evaluation in China. Mar Georesour Geotechnol 33(3):272–281. https://doi.org/10.1080/1064119X.2013.872740

    Article  Google Scholar 

  15. 15.

    Lingwanda MI, Larsson S, Nyaoro DL (2015) Correlations of SPT, CPT and DPL data for sandy soil in Tanzania. Geotech Geol Eng 33(5):1221–1233. https://doi.org/10.1007/s10706-015-9897-1

    Article  Google Scholar 

  16. 16.

    Meyerhof GG (1956) Penetration tests and bearing capacity of cohesionless soils. J Soil Mech Found Div 82(1):1–19

    Google Scholar 

  17. 17.

    Meigh AC, Nixon IK (1961) Comparison of in-situ tests of granular soils. In: Proceedings of 5th international conference on soil mechanics and foundation engineering, Paris

  18. 18.

    Danziger BR, Velloso DA (1995) Correlations between the CPT and the SPT for some Brazilian soils, v. 2. Proc. CPT’95, Linkoping, pp 155–160

    Google Scholar 

  19. 19.

    Kara O, Gunduz Z (2010) Correlation between CPT and SPT in Adapazari, Turkey. In: Proc. of 2nd international symposium on cone penetration testing, Huntington Beach, pp 2–18

    Google Scholar 

  20. 20.

    Chang MF (1988) In-situ testing of residual soils in Singapore. In: Proceedings of the 2nd international conference geomechanics in tropical soils, Singapore, pp 197–208

    Google Scholar 

  21. 21.

    Robertson PK, Campanella RG, Gillespie D et al (1986) Use of piezometer cone data. In: Proceedings of the ASCE specialty conference In Situ’86: use of in situ tests in geotechnical engineering, Blacksburg, pp 1263–1280

    Google Scholar 

  22. 22.

    Jefferies MG, Davies MP (1993) Use of CPTU to estimate equivalent SPT N60. Geotech Test J 16(4):458–468

    Article  Google Scholar 

  23. 23.

    Lunne T, Robertson PK, Powell JJM (1997) Cone penetration testing in geotechnical practice. Blackie Academic and Professional, London

    Google Scholar 

  24. 24.

    Robertson PK (2009) Interpretation of cone penetration tests—a unified approach. Can Geotech J 46(11):1337–1355. https://doi.org/10.1139/T09-065

    Article  Google Scholar 

  25. 25.

    Zhang G, Robertson PK, Brachman RW (2002) Estimating liquefaction-induced ground settlements from CPT for level ground. Can Geotech J 39(5):1168–1180. https://doi.org/10.1139/T02-047

    Article  Google Scholar 

  26. 26.

    Robertson PK (2012) The James K. Mitchell lecture: interpretation of in-situ tests—some insights, vol 4. In: Proceedings of 4th international conference on geotechnical and geophysical site characterization–ISC. Taylor & Francis Group, London, pp 3–24

  27. 27.

    Chin CT, Duann SW, Kao TC (1990) SPT–CPT correlations for granular soils. Int J Rock Mech Min Sci Geomech Abstr 27(2):A91–A91) (Elsevier Science)

    Article  Google Scholar 

  28. 28.

    Kulhawy FH, Mayne PW (1990) Manual on estimating soil properties for foundation design (no. EPRI-EL-6800). Electric Power Research Inst., Palo Alto; Cornell University, Ithaca; Geotechnical Engineering Group

  29. 29.

    Boulanger RW, Idriss IM (2015) CPT-based liquefaction triggering procedure. J Geotech Geoenviron Eng 142(2):04015065. https://doi.org/10.1061/(ASCE)GT.1943-5606.0001388

    Article  Google Scholar 

  30. 30.

    Kayen R, Moss RES, Thompson EM, Seed RB, Cetin KO, Kiureghian AD, Tanaka Y, Tokimatsu K (2013) Shear-wave velocity-based probabilistic and deterministic assessment of seismic soil liquefaction potential. J Geotech Geoenviron Eng 139(3):407–419. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000743

    Article  Google Scholar 

  31. 31.

    Cai G, Liu S, Puppala AJ (2012) Liquefaction assessments using seismic piezocone penetration (SCPTU) test investigations in Tangshan region in China. Soil Dyn Earthq Eng 41:141–150. https://doi.org/10.1016/j.soildyn.2012.05.008

    Article  Google Scholar 

  32. 32.

    Cai G, Liu S, Tong L, Du G (2009) Assessment of direct CPT and CPTU methods for predicting the ultimate bearing capacity of single piles. Eng Geol 104(3):211–222. https://doi.org/10.1016/j.enggeo.2008.10.010

    Article  Google Scholar 

  33. 33.

    ISSMGE (1999) International reference test procedure (IRTP) for the cone penetration test (CPT) and the cone penetration test with pore pressure (CPTU). Report of the ISSMGE technical committee 16 on ground property characterisation from in-situ testing, vol 3. In: Proceedings of the 12th European conference of soil mechanics and geotechnical engineering, Balkema, pp 2195–2222

    Google Scholar 

  34. 34.

    ASTM (2012) Standard test methods for electronic friction cone and piezocone penetration testing of soils. ASTM standard D5778. American Society for Testing and Materials, West Conshohocken

    Google Scholar 

  35. 35.

    Institution BS (1990) British standard methods of test for soils for civil engineering purposes = méthodes d’essai des sols pour le génie civil. British Standards Institution, London

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Correspondence to Guojun Cai.

Additional information

Majority of the work presented in this paper was supported by the following supporting funds Organization: (1) the National Key R&D Program of China (Grant No. 2016YFC0800200) and (2) National Natural Science Foundation of China (Grant No. 41672294).

Guojun Cai: China’s National Excellent Doctoral Dissertation Award Recipient.

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Duan, W., Cai, G., Liu, S. et al. SPT–CPTU Correlations and Liquefaction Evaluation for the Island and Tunnel Project of the Hong Kong–Zhuhai–Macao Bridge. Int J Civ Eng 16, 1423–1434 (2018). https://doi.org/10.1007/s40999-017-0281-9

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Keywords

  • CPTU
  • SPT
  • Hong Kong–Zhuhai–Macau Bridge (HZMB)
  • Liquefaction evaluation