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Theoretical Basis of Penetration Logging Tests

  • V. I. FerronskyEmail author
Chapter
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Part of the Springer Geophysics book series (SPRINGERGEOPHYS)

Abstract

The theoretical foundation of static penetration testing of the ground by recording of the cone and lateral friction resistance with respect to the modulus of compressibility and coefficient of inner ground friction is discussed. Solutions based on the theory of ultimate equilibrium, emplacement of a spherical probe into an infinite elastic medium, imbedding of spherical sound in elastic media and taking into account creeping in time and a two-dimensional axis-symmetric problem of stress relaxation are considered. The conditions of measurement of the cone ground resistance, friction and normal ground pressure at static penetration are analysed.

Keywords

Ground Deformation Critical Depth Cone Resistance Static Penetration Ground Friction 
These keywords were added by machine and not by the authors. This process is experimental and the keywords may be updated as the learning algorithm improves.

References

  1. Arutiunyan NH (1952) Some problems of the creep theory. Gostekhteorizdat, MoscowGoogle Scholar
  2. Bondarik GK (1964) Dynamic and static penetration ground test in engineering geology. Nedra, MoscowGoogle Scholar
  3. Begemann HK (1965) The friction jacket cone as an aid in determining the soil profile. In: Proc. 6th ICSMFE, Montreal 1:17–20Google Scholar
  4. Berezantsev VG (1952) Axial-symmetric problem of the ultimate equilibrium theory for the quick medium. Gostekhizdat, MoscowGoogle Scholar
  5. Berezantsev VG, Yaroshenko VA (1957) Bearing capacity of the deep sandy foundation. In: Papers to the 4th Intern. Congress on Soil Mechanics. Izd. AN SSSR, Moscow, pp 143–152Google Scholar
  6. Bezukhov NI (1968) Fundamentals of the theory of elasticity, plasticity and creep. Vyshaya Shkola, MoscowGoogle Scholar
  7. De Beer EE (1963) The scale effect in the transposition of the results of cone analysis. Geotech 13:39–40CrossRefGoogle Scholar
  8. Durante VA, Kogan YaL, Ferronsky VI, Nosal SI (1957) Field investigation of density and moisture of soils. In: Papers to the 4th Intern. Congress on Soil Mechanics. Izd. AN SSSR, Moscow, pp 66–78Google Scholar
  9. Faierstein BD, Makarov PN (1964) Rig C-832 for the ground sounding. In: Installations for for the ground sounding and drilling. CBTI Gosstroy USSR, Moscow, pp 3–24Google Scholar
  10. Ferronsky VI (1969) Penetration logging methods for engineering geological investigation. Nedra, MoscowGoogle Scholar
  11. Ferronsky VI, Gryaznov TA (1979) Penetration logging. Nedra, MoscowGoogle Scholar
  12. Florin VA (1961) Fundamentals of soil mechanics. Gosstroyizdat, MoscowGoogle Scholar
  13. Kuzmin PG, Ferronsky VI (1963) Foundation project on the ultimate state. Rosvuzizdat, MoscowGoogle Scholar
  14. Maslov NN (1969) Steady state and deformation of support wall. Energiya, MoscowGoogle Scholar
  15. Menzenbach E (1959) Die Anwendbarkeit von Sonder zur Prüfung der Festigkeitseigenschaften des baugrundes. Forschugsberichte des Landes Nordrheit-Westfalen, N 713. Westdeutcher, Opladen, pp 215–220CrossRefGoogle Scholar
  16. Meyerhof GG (1951) The ultimate bearing capacity of foundation. Geotech 2:301–332CrossRefGoogle Scholar
  17. Meyerhof GG (1956) Penetration tests and bearing capacity of cohesionless soils. J. Soil mech. Found Div. Proc. ASCE 82:1–19Google Scholar
  18. Meyerhof GG (1961) The ultimate bearing capacity of wedge-shaped foundations. In: Proc. 5th ICSMFE, Paris 2:105–109Google Scholar
  19. Mindlin RD (1936) Force at a point in the interior of a semi-infinite solid. Physics 7:195–202CrossRefGoogle Scholar
  20. Prandtl L (1920) Über die HÓ“rte plastischer körper. In: Nachr Ges Wiss Göttingen, Math Phys, pp 75–85Google Scholar
  21. Proceedings (1974–1975) Proceedings of the European Symposium on Penetration Testing. ESOPT, StockholmGoogle Scholar
  22. Sanglera G (1971) Investigation of soils by penetration test (transl. from French). Stroyizdat, MoscowGoogle Scholar
  23. Schultze E, Melzer K (1965) The determination of the density and the modulus of compres- sibility of non-cohesive soils by soundings. In: Proc. 4th ICSMFE, Montreal, pp 354–358Google Scholar
  24. Sokolovsky VV (1969) The theory of plasticity, 3rd edn. Vyshaya Shkola, MoscowGoogle Scholar
  25. Terzaghi K (1961) Theory of soil mechanics (transl. from Germany). Gosstroyizdat, MoscowGoogle Scholar
  26. Timoshenko SP (1934) Theory of elasticity (transl. from English). Gostekhizdat, LeningradGoogle Scholar
  27. Trofimenkov YuG, Vorobkov LN (1964) Field methods of the grounds study. Stroyizdat, MoscowGoogle Scholar
  28. Tsitovich NA, Ter-Martirosyan ZG (1981) Fundamentals of applied geomechanics in construction. Vischaya Shkola, MoscowGoogle Scholar
  29. Yaroshenko VA (1964) Interpretation of the ground static penetration results. In: Design of complicated foundations. Fundamentproject, Moscow 99:14–24Google Scholar
  30. Zaretsky YuK (1967) Theory of the grounds consolidation. Nauka, MoscowGoogle Scholar

Copyright information

© Springer International Publishing Switzerland 2015

Authors and Affiliations

  1. 1.Water Problems Institute of the Russian Academy of SciencesMoscowRussia

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