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
Bondarik GK (1964) Dynamic and static penetration ground test in engineering geology. Nedra, Moscow
Begemann HK (1965) The friction jacket cone as an aid in determining the soil profile. In: Proc. 6th ICSMFE, Montreal 1:17–20
Berezantsev VG (1952) Axial-symmetric problem of the ultimate equilibrium theory for the quick medium. Gostekhizdat, Moscow
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
Bezukhov NI (1968) Fundamentals of the theory of elasticity, plasticity and creep. Vyshaya Shkola, Moscow
De Beer EE (1963) The scale effect in the transposition of the results of cone analysis. Geotech 13:39–40
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
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
Ferronsky VI (1969) Penetration logging methods for engineering geological investigation. Nedra, Moscow
Ferronsky VI, Gryaznov TA (1979) Penetration logging. Nedra, Moscow
Florin VA (1961) Fundamentals of soil mechanics. Gosstroyizdat, Moscow
Kuzmin PG, Ferronsky VI (1963) Foundation project on the ultimate state. Rosvuzizdat, Moscow
Maslov NN (1969) Steady state and deformation of support wall. Energiya, Moscow
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
Meyerhof GG (1951) The ultimate bearing capacity of foundation. Geotech 2:301–332
Meyerhof GG (1956) Penetration tests and bearing capacity of cohesionless soils. J. Soil mech. Found Div. Proc. ASCE 82:1–19
Meyerhof GG (1961) The ultimate bearing capacity of wedge-shaped foundations. In: Proc. 5th ICSMFE, Paris 2:105–109
Mindlin RD (1936) Force at a point in the interior of a semi-infinite solid. Physics 7:195–202
Prandtl L (1920) Über die HÓ“rte plastischer körper. In: Nachr Ges Wiss Göttingen, Math Phys, pp 75–85
Proceedings (1974–1975) Proceedings of the European Symposium on Penetration Testing. ESOPT, Stockholm
Sanglera G (1971) Investigation of soils by penetration test (transl. from French). Stroyizdat, Moscow
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
Sokolovsky VV (1969) The theory of plasticity, 3rd edn. Vyshaya Shkola, Moscow
Terzaghi K (1961) Theory of soil mechanics (transl. from Germany). Gosstroyizdat, Moscow
Timoshenko SP (1934) Theory of elasticity (transl. from English). Gostekhizdat, Leningrad
Trofimenkov YuG, Vorobkov LN (1964) Field methods of the grounds study. Stroyizdat, Moscow
Tsitovich NA, Ter-Martirosyan ZG (1981) Fundamentals of applied geomechanics in construction. Vischaya Shkola, Moscow
Yaroshenko VA (1964) Interpretation of the ground static penetration results. In: Design of complicated foundations. Fundamentproject, Moscow 99:14–24
Zaretsky YuK (1967) Theory of the grounds consolidation. Nauka, Moscow
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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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DOI: https://doi.org/10.1007/978-3-319-12451-3_6
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