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Development of Correlation Between Standard Penetration Test and Pressuremeter Test for Clayey Sand and Sandy Soil

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The standard penetration test (SPT) and Menard’s pressuremeter test (PMT) are among the available in-situ techniques. This research has been carried out with the aim to develop correlations among the in-situ parameters obtained by both methods.

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References

  1. 1.

    ASTM Standard D 422-63, "Standard test method for penetration test and split spoon barrel sampling of soils," ASTM International, West Conshohocken, PA (2004).

  2. 2.

    F. H. Kulhawy and P. W. Mayne, "Manual on estimating soil properties for foundation design," (final report, EL-6800), Electric Power Research Institute, Palo Alto, CA (1990).

  3. 3.

    M. M. Shahien, "Settlement of structures on granular soils subjected to static and earthquake loads," Doctoral dissertation, University of Illinois at Urbana-Champaign (1998).

  4. 4.

    K. Terzaghi and R. B. Peck, Soil mechanics in engineering practice, Third Ed., John Wiley & Sons Inc., New York (1996).

  5. 5.

    J. E. Bowles, Foundation Analysis and Design, Fifth Ed., McGraw Hill, Singapore (1997).

  6. 6.

    V. N. S. Murthy, Geotechnical engineering: principles and practices of soil mechanics and foundation engineering, First Ed., CRC Press (2002).

  7. 7.

    M. S. Aggour and W. R. Radding, "Standard penetration test (SPT) correction," Report No. MD02-007B48, Maryland State Highway Administration, Baltimore (2001).

  8. 8.

    J. B. Burland and M. C. Burbidge, "Settlement of foundations on sand and gravel," Proc. Inst. Civ. Eng., Part 1, 78, 1325-1381 (1985).

  9. 9.

    B. H. Seed and K. Tokimatsu, "Influence of SPT procedures in soil liquefaction resistance evaluations," J. Geotech. Eng., ASCE, 111(12), 1425-1445 (1985).

  10. 10.

    A. W. Skempton, "Standard penetration test procedures and the effects in sands of overburden pressure, relative density, particle size, ageing and over consolidation," Geotechnique, 36(3), 425-447 (1986).

  11. 11.

    S. Liao and R. V. Whitman, "Overburden correction factor for SPT in sand," J. Geotech. Eng., ASCE, 112(3), 373-377 (1986).

  12. 12.

    ASTM Standard D 4719, "Standard test method for pre-bored pressuremeter testing in soils," ASTM International, West Conshohocken, PA (2004).

  13. 13.

    APAGEO Manual, "Menard Pressuremeter."

  14. 14.

    S. Amar and B. G. F. Clarke, "The application of pressuremeter test results to foundation design in Europe. Part 1: predrilled pressuremeters-self-boring pressuremeters," European Soil Mechanics and Foundation Engineering, European Regional Technical Committee, Vol. 4 (1991).

  15. 15.

    S. Amar and J. F. Jezequel, "Essais en place et en laboratoire sur sols coherents, comparaison des resultats," Bull. Liaison Lab.Ponts Chaussees, 58, 97-108 (1972).

  16. 16.

    J. L. Briaud, "Menard Lecture The pressuremeter test: Expanding its use" (2013).

  17. 17.

    B. Das, Principles of foundation engineering, Seventh Ed., Cengage Learning, Stanford, CT (2010).

  18. 18.

    J. M. O. Hughes and P. K. Robertson, "Full-displacement pressuremeter testing in sand," Can. Geotech. J., 22(3), 298-307 (1985).

  19. 19.

    L. Menard, "Rules for calculation of bearing capacity and foundation settlement based on pressuremeter test," In: Proc. 6th Int. Conf. on Soil Mechanics and Foundation Engineering, Vol. 2, pp. 295-299, Montreal, Canada (18-15 Sep, 1965).

  20. 20.

    ASTM Standard D 1586, "Standard test method for particle-size analysis of soils," ASTM International, West Conshohocken, PA (2004)

  21. 21.

    S. Yagiz and E. Akyol, "Relationship between the standard penetration test and the pressuremeter test on sandy silty clays: a case study from Denizli," Bull. Eng. Geol. Environ., 67(3), 405-410 (2008).

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Correspondence to A. Naseem.

Additional information

Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 2, p. 20, March-April, 2016.

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Naseem, A., Jamil, S.M. Development of Correlation Between Standard Penetration Test and Pressuremeter Test for Clayey Sand and Sandy Soil. Soil Mech Found Eng 53, 98–102 (2016). https://doi.org/10.1007/s11204-016-9371-y

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