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Effective Use of SPT: Hammer Energy Measurement and Integrated Subsurface Investigation

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Abstract

Standard Penetration Test is a widely used geotechnical exploration test worldwide. SPT is easy to perform and is cost-effective; hence, it has become prevalent. Several factors affect the test results, i.e., the number of blows (N-value) for penetration of the sampler into the soil at any given depth. Among those factors, hammer energy (EH) is the most important. Even though it's important, there have been limited attempts to correlate EH with different subsurface properties, which are later estimated using N-values. Several empirical relations have been developed between N and subsurface properties, both static and dynamic, predominantly in developed countries, which can be used only to a region and a particular EH value. However, the influence of considering proper in-situ hammer energy in these correlations is not clearly understood yet and thus, it is still not practised in many developing countries. This study highlights the importance of hammer energy in N-value corrections and studies the effect of hammer energy on soil properties like low strain shear modulus and SBC values and integrates with the subsurface imaging methods to determine spatial variation of these parameters. The influence of different SPT corrections is studied along with the effect of including energy measurements in analyzing the correlation between the SPT N and soil properties such as, SPT and low strain shear modulus. To address the highly localized interpretation of SPT restricted to a borehole, and to understand the spatial distribution of these design parameters across the study area, a 2D subsurface profile has been generated using geophysical tests, which was later integrated with the borehole data.

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References

  1. Anbazhagan P, Parihar A, Rashmi H (2012) Review of correlations between SPT N and shear modulus: a new correlation applicable to any region. Soil Dyn Earthq Eng 36:52–69. https://doi.org/10.1016/j.soildyn.2012.01.005

    Article  Google Scholar 

  2. Anbazhagan P, Uday A, Moustafa SS, Al-Arifi NS (2016) Correlation of densities with shear wave velocities and N-values. J Geophys Eng 13:320–341. https://doi.org/10.1088/1742-2132/13/3/320

    Article  Google Scholar 

  3. Anbazhagan P, Kumar A, Ingle SG, Jha SK, Lenin KR (2021) Shear modulus from SPT N-value with different energy values. Soil Dyn Earthq Eng 150:106925. https://doi.org/10.1016/j.soildyn.2021.106925

    Article  Google Scholar 

  4. Bowles JE (1996) Foundation analysis and design. MacGraw Hill, New York

    Google Scholar 

  5. Anbazhagan P, Yadhunandan ME, Kumar A (2022) Effects of hammer energy on borehole termination and SBC calculation through site-specific Hammer energy measurement using SPT HEMA. Indian Geotech J. https://doi.org/10.1007/s40098-021-00582-z

    Article  Google Scholar 

  6. Aggour MS, Radding WR (2001) Standard penetration test (SPT) correction. Research Report No. MD02–007B48, The Bridge Engineering Software and Technology (Best) Center, Department of Civil and Environmental Engineering, University of Maryland, College Park, MD 20742

  7. IS 2131 (1981) Indian standard method for standard penetration test for soils (first revision) reaffirmed 2002. Bureau of Indian Standards, New Delhi

  8. IS 1893–Part 1 (2016) Indian Standard Criteria for Earthquake Resistant Design of Structures Part 1 General Provisions and Buildings. Bureau of Indian Standards, N4[ew Delhi

  9. Schmertmann JH, Palacios A (1979) Energy dynamics of SPT. J Geotech Eng Div 105:909–926. https://doi.org/10.1061/ajgeb6.0000839

    Article  Google Scholar 

  10. Seed HB, Idriss IM, Arango I (1983) Evaluation of liquefaction potential using field performance data. J Geotech Eng 109(3):458–482

    Article  Google Scholar 

  11. Skempton AW (1987) Discussion: Standard penetration test procedures and the effects in sands of overburden pressure, relative density, particle size, ageing and overconsolidation. Géotechnique 37:411–412. https://doi.org/10.1680/geot.1987.37.3.411

    Article  Google Scholar 

  12. Kovacs WD, Salamone LA, Yokel FY (1981) Energy measurement in the standard penetration test. U.S. Department of Commerce and National Bureau of Standards. doi:https://doi.org/10.6028/nbs.bss.135

  13. ASTM D4633 (2016) Standard test method for energy measurement for dynamic penetrometers. ASTM International, West Conshohocken, PA. doi:https://doi.org/10.1520/d4633-16

  14. BS EN ISO 22476–3:2005+A1:2011 (2006) Geotechnical investigation and testing, Field testing, Standard penetration test. British Standards Institution (BSI), London

  15. Terzaghi K, Peck RB (1967) Soil mechanics in engineering practice. Wiley, New York

    Google Scholar 

  16. Schmertmann JH (1978) Use the SPT to measure dynamic soil properties?—Yes, But..!. Dynamic Geotechnical Testing, ASTM STP 654. American Society for Testing and Materials, pp 341–355

  17. Burland JB, Burbidge MC, Wilson EJ (1985) Settlement of foundations on sand and gravel. Proc Inst Civ Eng 78:1325–1381. https://doi.org/10.1680/iicep.1985.1058

    Article  Google Scholar 

  18. Terzaghi K, Peck RB, Mesri G (1996) Soil mechanics in engineering practice. Wiley, New York

    Google Scholar 

  19. Parry RHG (1977) Estimating bearing capacity in sand from SPT values. J Geotech Eng Div 103:1014–1019. https://doi.org/10.1061/ajgeb6.0000484

    Article  Google Scholar 

  20. Meyerhof GG (1957) Discussion of penetration tests and bearing capacity of cohesionless soils. J Soil Mech Found Div. https://doi.org/10.1061/jsfeaq.0000034

    Article  Google Scholar 

  21. Meyerhof GG (1974) Ultimate bearing capacity of footings on sand layer overlying clay. Can Geotech J 11:223–229. https://doi.org/10.1139/t74-018

    Article  Google Scholar 

  22. IS 6403 (1981) Indian standard code of practice for determination of breaking capacity of shallow foundations (first revision) reaffirmed 2002. Bureau of Indian Standards, New Delhi

  23. IS 8009 (Part 1) (1976) Indian standard code of practice for calculation of settlements of foundations, shallow foundations subjected to symmetrical static vertical loads, reaffirmed 2003. Bureau of Indian Standards, New Delhi

  24. IS 875 (Part 1) (1987) Indian standard code of practice for design loads (other than earthquake) for buildings and structures, dead loads – unit weights of building materials and stored materials (second revision) reaffirmed, 2003. Bureau of Indian Standards, New Delhi

  25. IS 875 (Part 2) (1987) Indian standard code of practice for design loads (other than earthquake) for buildings and structures, imposed loads (second revision) reaffirmed 2008. Bureau of Indian Standards, New Delhi

  26. IS 875 (Part 3) (1987) Indian standard code of practice for design loads (other than earthquake) for buildings and structures, wind loads (second revision) reaffirmed 2003. Bureau of Indian Standards, New Delhi

  27. IS 875 (Part 4) (1987) Indian standard code of practice for design loads (other than earthquake) for buildings and structures, snow loads (second revision) reaffirmed 2003. Bureau of Indian Standards, New Delhi

  28. Anbazhagan P, Ingale SG (2021) Status quo of Standard penetration test in India: a review of field practices and suggestions to incorporate in Is 2131. Indian Geotech J 51:421–434. https://doi.org/10.1007/s40098-020-00458-8

    Article  Google Scholar 

  29. Cheney RS, Chassie RG (1993) Soils and foundations workshop manual, 2nd edn. FHWA HI-88–009

  30. ASTM D4428/ D4428M (2014) Standard Test Methods for Crosshole Seismic Testing. ASTM International, West Conshohocken, PA.

  31. IS 1892 (1979) Indian standard code of practice for subsurface investigation for foundations (first revision) reaffirmed 2002. Bureau of Indian Standards, New Delhi

  32. Park CB, Miller RD, Xia J (1999) Multichannel analysis of surface waves. Geophysics 64(3):800–808

    Article  Google Scholar 

  33. Anbazhagan P (2017) Subsurface investigations- integrated and modern approach. In: Dey A, Sreedeep S, Krishna A (eds) Geotechnics for natural and engineered sustainable technologies. Developments in geotechnical engineering. Springer, Singapore. https://doi.org/10.1007/978-981-10-7721-0_13

    Chapter  Google Scholar 

  34. Chandran D, Anbazhagan P (2017) Subsurface profiling using integrated geophysical methods for 2-D site response analysis at Bangalore City-India: a new approach. J Geophys Eng 14:1300–1314. https://doi.org/10.1088/1742-2140/aa7bc4

    Article  Google Scholar 

  35. Anbazhagan P, Divyesh R, Prabhakaran A, Vidyaranya B (2018) Identification of Karstic features in lateritic soil by an integrated geophysical approach. Pure Appl Geophys 175(12):4515–4536. https://doi.org/10.1007/s00024-018-1908-8

    Article  Google Scholar 

  36. Ramani CV (2021) BBMP identifies over 500 dilapidated structures in preliminary report. The Hindu, 20 October 2021. The Hindu (Online), https://www.thehindu.com/news/cities/bangalore/bbmp-identifies-over-500-dilapidated-structures-in-preliminary-report/article37083189.ece

  37. Peck RB, Hanson WE, Thoruburn TH (1953) Foundation engineering, 2nd edn. Wiley, Canada

    Google Scholar 

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Acknowledgements

The authors thank the Dam Safety (Rehabilitation) Directorate, Central Water Commission for funding the project entitled "Capacity Buildings in Dam Safety" under Dam Rehabilitation and Improvement Project". The authors also thank SERB, DST for funding the project "Development of correction factors for standard penetration test N-values in India through energy measurement and field experiments – Step toward a reliable Liquefaction Potential Assessment" Ref: SERB/F/198/2017-18 dated 11/05/2017." Author thanks M/s. SECON Private Limited, Bangalore for funding project "Effect of Shear Wave Velocity Calibration on Amplification of Shallow and Deep Soil Sites."

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Correspondence to Panjamani Anbazhagan.

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Anbazhagan, P., Ayush, K., Yadhunandan, M.E. et al. Effective Use of SPT: Hammer Energy Measurement and Integrated Subsurface Investigation. Indian Geotech J 52, 1079–1096 (2022). https://doi.org/10.1007/s40098-022-00609-z

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