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Contribution of modification of a pressuremeter for an effective prediction of soil deformability

  • Received : 2019.07.04
  • Accepted : 2020.11.07
  • Published : 2020.11.25

Abstract

The difficulties, challenges and limitations faced in standard pressuremeter testing in the measurement of low soil deformations led a number of researchers to think about the possible modification of the equipment, and especially the replacement of the volumeter by a Hall Effect sensor. This article is a major contribution in this direction. It makes an attempt to detail the design, manufacture and operation of the new equipment. The calibration of the various components was carried out according to the rules presently in force. This proposal was applied, on an exploratory basis, to the data of a real site located in France. The authors present the preliminary results of some cyclic pressuremeter tests, previously carried out in the laboratory, on a sandy material, and they then provide a basic interpretation of these results. The findings indicated that the proposed apparatus is capable of providing high-quality information about constraints and deformations. Although these tests were performed within the laboratory, it was possible to analyze the power, quality, performance and insufficiencies of the proposed equipment.

Keywords

References

  1. Akbar, A. (2001), "Development of low cost in-situ testing devices", Ph.D. Thesis, Newcastle-upon Tyne University, Newcastle-upon Tyne, U.K.
  2. Amar, S., Clarke, B.G., Gambin, M.P. and Orr, T.L.L. (1991), The Application of Pressuremeter Test Results to Foundation Design in Europe, European Regional Technical Committee No. 4, Pressuremeters, Balkema A.A., 1-24.
  3. Arbaoui, H. (2003), "Mesure de la deformabilite des sols en place avec un penetrometre [Measurement of the deformability in situ with a penetrometer]", Ph.D. Thesis, Blaise Pascal University, Clermont-Ferrand, Auvergne, France.
  4. Aziz, M. and Akbar, A. (2017), "Interrelationships of flat rigid dilatometer parameters with unconfined compression test results", Geotech. Test. J., 40(2), 258-268. https://doi.org/10.1520/GTJ20160205.
  5. Baguelin, F. and Jezequel, J. (1973), "Le pressiometre autoforeur [The self-boring pressuremeter]", Bulll. LPC, 67, 9-30
  6. Baguelin, F., Jezequel, J.F. and Shields, D.H. (1978), The Pressuremeter and Foundation Engineering, in Transtech Publications.
  7. Barry, M.A., Johnson, B.D. and Boudreau, B.P. (2012), "A new instrument for high-resolution in-situ assessment of Young's modulus in shallow cohesive sediments", Geo-Marine Lett., 32(4), 349-357. https://doi.org/10.1007/s00367-012-0277-z.
  8. Borel, S. and Reiffsteck, Ph. (2006), Caracterisation de la Deformabilite des Sols au moyen d'Essais en Place [Characterization of Soil Deformability by means of In-situ Tests], in Etudes et Recherches des Laboratoires des Ponts et Chaussees [Studies and Research in the Laboratories of Bridges and Roads, Geotechnical Series], Serie Geotechnique (In French).
  9. Briaud, J.L. and Shields, D.H. (1979), "A Special pressuremeter and pressuremeter test for pavement evaluation and design", Geotech. Test. J., 2(3), 143-151. https://doi.org/10.1520/GTJ10446J.
  10. Campanella, R.G. and Robertson, P.K. (1986), "Research and development of the UBC cone pressuremeter", Proceedings of the 3rd Canadian Conference on Marine Geotechnical Engineering, Saint Johns, New Foundland, Canada.
  11. Clarke, B.G. (1995), Pressuremeter in Geotechnical Design, Blackie Academic and Professional, London, U.K.
  12. Dupla, J.C. (1995), "Application de la sollicitation d'expansion de cavite cylindrique a l'evaluation des caracteristiques de liquefaction d'un sable[Application of the cylindrical cavity expansion stress to the evaluation of the liquefaction characteristics of a sand]", Ph.D. Dissertation, Ecole des Ponts ParisTech, Paris, France.
  13. Gambin, M.P. (1990), "The history of pressuremeter practice in France", Proceedings of the 3rd International Symposium on Pressuremeters. Oxford, U.K., April.
  14. Ghionna, V.N., Jamiolkowski, M., Pedroni, S. and Piccoli, S. (1995), "Cone penetrometer tests in Po River sand", Proceedings of the 4th International Symposium, the Pressuremeter and its New Avenues, Sherbrooke, Quebec, Canada, May.
  15. Jezequel, J.F. and Touze, J. (1970), "Sonde foreuse pressiometrique [Pressuremeter drilling probe]", Patent No. 1.596.747 (In French).
  16. Johnston, G., Doherty, J. and Lehane, B. (2013), "Development of a laboratory-scale pressuremeter", Int. J. Phys. Modell. Geotech., 13(1), 31-37. https://doi.org/10.1680/ijpmg.12.00011.
  17. Kogler, F. (1933), "Baugrunprufung im Borloch [Ground test in the borehole]", Der Bauingenieur [The Civil Engineer], 19-20 (In German).
  18. Likitlersuang, S., Surarak, C., Wanatowski, D., Oh, E. and Balasubramaniam, A. (2013), "Geotechnical parameters from pressuremeter tests for MRT blue line extension in Bangkok", Geomech. Eng., 5(2), 99-118. https://doi.org/10.12989/gae.2013.5.2.099.
  19. Masoud, Z. and Khan, A.H. (2019), "An Improved Technique for Prebored Pressuremeter Tests", KSCE J. Civ. Eng., 23(7), 2839-2846. https://doi.org/10.1007/s12205-019-1448-5.
  20. Menard, L. (1955), "Pressiometre[Pressuremeter]", Patent No. 1.117.983 (In French).
  21. Messaoud, F. and Cosentino, P.J. (2016), "Pencel pressuremeter efficiency for data compilation and analysis", Appl. Mech. Mater., Vol. 845, 100-105. https://doi.org/10.4028/www.scientific.net/AMM.845.100.
  22. Oztoprak, S., Sargin, S., Uyar, H.K. and Bozbey, I. (2018), "Modeling of pressuremeter tests to characterize the sands", Geomech. Eng., 14(6), 509-517. https://doi.org/10.12989/gae.2018.14.6.509.
  23. Rehman, Z. (2010), "Development of a pressuremeter to operate in alluvial soils of Punjab", Ph.D. Thesis, University of Engineering and Technology, Lahore, Pakistan.
  24. Reid, W.M., John, H.D., Fyffe, S. and Rigden, W.J. (1982), "The Push-In Pressuremeter", Proceedings of the Symposium on the Pressuremeter and its Marine Applications, Paris, France, April.
  25. Reiffsteck, Ph. and Borel, S. (2002), "Proposition d'une nouvelle technique d'essai en place: L'appareil triaxial in situ [Proposal for a new test technique in situ: The triaxial device in situ]", Proceedings of the International Symposium on Identification and Determination of Soil and Rock Parameters for Geotechnical Design, Paris, France, September (In French).
  26. Reiffsteck, Ph., Reverdy, G., Vinceslas, G. and Sagnard, N. (2005), "Pressiometre autoforeur de nouvelle generation-PAF2000 [New generation of self-boring pressuremeter-PAF2000]", Proccedings of the 5th International Symposium on Pressuremeters, Marne-la-vallee, France, August (In French).
  27. Shaban, A.M. and Cosentino, P.J. (2017), "Development of the miniaturized pressuremeter test to evaluate unbound pavement layers", J. Test. Eval., 45(2) 521-533. https://doi.org/10.1520/JTE20150322.
  28. Tarawneh, B., Sbitnev, A. and Hakam, Y. (2018), "Estimation of pressuremeter modulus and limit pressure from cone penetration test for desert sands", Constr. Build. Mater., 169, 299-305. https://doi.org/10.1016/j.conbuildmat.2018.03.015.
  29. Thorel, L., Gaudin, C., Rault, G., Garnier, J. and Favraud, C. (2007), "A cone pressuremeter for soil characterisation in the centrifuge", Int. J. Phys. Model. Geotech., 7(1), 25-32. https://doi.org/10.1680/ijpmg.2007.070103.
  30. Wang, K., Xu, G., Wang, J. and Wang, C. (2018), "Self-boring in situ shear pressuremeter testing of clay from Dalian Bay, China", Soils Found., 58(5), 1212-1227. https://doi.org/10.1016/j.sandf.2018.07.007.
  31. Windle, D. and Wroth, C.P. (1977), "In situ measurement of the properties of stiff clays", Proceedings, of the 9th International Conference on Soil Mechanics and Foundation Engineering, Tokyo, Japan, July.
  32. Withers, N.J., Schaap, L.H.J. and Dalton, C.P. (1986), "The development of a full displacement pressuremeter", Proceedings of the International Symposium on Pressuremeter and its Marine Applications, Texas, U.S.A., May.
  33. Wroth, C.P. and Hughes, J.M.O. (1972), "An instrument for the in-situ measurement of the properties of soft clays", CUED/C, Soils TR13, Report of Departement of Engineering, University of Cambridge, Cambridge, U.K.
  34. Zhou, S. (1997), "Caracterisation des sols de surfaces a l'aide du penetrometre dynamique leger a energie variable type PANDA [Characterization of surface soils using the light dynamic variable energy penetrometer type PANDA]", Ph.D. Thesis, Blaise Pascal University, Clermont-Ferrand, France (In French).
  35. Zuidberg, H.M. and Post, M.L. (1995), "The cone pressuremeter: An efficient way of pressuremeter testing", Proceeidngs of the 4th International Conference on the Pressuremeter and its New Avenues, Sherbrooke, Quebec, Canada, May.