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Nuclear Geophysics pp 105–147Cite as

Theoretical Basis of Penetration Logging Tests

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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.

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References

  • Arutiunyan NH (1952) Some problems of the creep theory. Gostekhteorizdat, Moscow

    Google Scholar 

  • Bondarik GK (1964) Dynamic and static penetration ground test in engineering geology. Nedra, Moscow

    Google Scholar 

  • Begemann HK (1965) The friction jacket cone as an aid in determining the soil profile. In: Proc. 6th ICSMFE, Montreal 1:17–20

    Google Scholar 

  • Berezantsev VG (1952) Axial-symmetric problem of the ultimate equilibrium theory for the quick medium. Gostekhizdat, Moscow

    Google Scholar 

  • 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 143–152

    Google Scholar 

  • Bezukhov NI (1968) Fundamentals of the theory of elasticity, plasticity and creep. Vyshaya Shkola, Moscow

    Google Scholar 

  • De Beer EE (1963) The scale effect in the transposition of the results of cone analysis. Geotech 13:39–40

    Article  Google Scholar 

  • 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 66–78

    Google Scholar 

  • 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 3–24

    Google Scholar 

  • Ferronsky VI (1969) Penetration logging methods for engineering geological investigation. Nedra, Moscow

    Google Scholar 

  • Ferronsky VI, Gryaznov TA (1979) Penetration logging. Nedra, Moscow

    Google Scholar 

  • Florin VA (1961) Fundamentals of soil mechanics. Gosstroyizdat, Moscow

    Google Scholar 

  • Kuzmin PG, Ferronsky VI (1963) Foundation project on the ultimate state. Rosvuzizdat, Moscow

    Google Scholar 

  • Maslov NN (1969) Steady state and deformation of support wall. Energiya, Moscow

    Google Scholar 

  • Menzenbach E (1959) Die Anwendbarkeit von Sonder zur Prüfung der Festigkeitseigenschaften des baugrundes. Forschugsberichte des Landes Nordrheit-Westfalen, N 713. Westdeutcher, Opladen, pp 215–220

    Book  Google Scholar 

  • Meyerhof GG (1951) The ultimate bearing capacity of foundation. Geotech 2:301–332

    Article  Google Scholar 

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

    Google Scholar 

  • Meyerhof GG (1961) The ultimate bearing capacity of wedge-shaped foundations. In: Proc. 5th ICSMFE, Paris 2:105–109

    Google Scholar 

  • Mindlin RD (1936) Force at a point in the interior of a semi-infinite solid. Physics 7:195–202

    Article  Google Scholar 

  • Prandtl L (1920) Über die HÓ“rte plastischer körper. In: Nachr Ges Wiss Göttingen, Math Phys, pp 75–85

    Google Scholar 

  • Proceedings (1974–1975) Proceedings of the European Symposium on Penetration Testing. ESOPT, Stockholm

    Google Scholar 

  • Sanglera G (1971) Investigation of soils by penetration test (transl. from French). Stroyizdat, Moscow

    Google Scholar 

  • 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 354–358

    Google Scholar 

  • Sokolovsky VV (1969) The theory of plasticity, 3rd edn. Vyshaya Shkola, Moscow

    Google Scholar 

  • Terzaghi K (1961) Theory of soil mechanics (transl. from Germany). Gosstroyizdat, Moscow

    Google Scholar 

  • Timoshenko SP (1934) Theory of elasticity (transl. from English). Gostekhizdat, Leningrad

    Google Scholar 

  • Trofimenkov YuG, Vorobkov LN (1964) Field methods of the grounds study. Stroyizdat, Moscow

    Google Scholar 

  • Tsitovich NA, Ter-Martirosyan ZG (1981) Fundamentals of applied geomechanics in construction. Vischaya Shkola, Moscow

    Google Scholar 

  • Yaroshenko VA (1964) Interpretation of the ground static penetration results. In: Design of complicated foundations. Fundamentproject, Moscow 99:14–24

    Google Scholar 

  • Zaretsky YuK (1967) Theory of the grounds consolidation. Nauka, Moscow

    Google Scholar 

Download references

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Authors and Affiliations

  1. Water Problems Institute of the Russian Academy of Sciences, Moscow, Russia

    V. I. Ferronsky

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  1. V. I. Ferronsky
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Correspondence to V. I. Ferronsky .

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Ferronsky, V. (2015). Theoretical Basis of Penetration Logging Tests. In: Nuclear Geophysics. Springer Geophysics. Springer, Cham. https://doi.org/10.1007/978-3-319-12451-3_6

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