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Effect of the contact tangential component of reactive resistance on stresses in a beam wall on a soil base

  • Soil Mechanics
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Soil Mechanics and Foundation Engineering Aims and scope

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Literature cited

  1. K. K. Kulikov, Experimental Investigations of the Interaction of a Solid Sand Base and Sectional Strip Foundations, Author's Abstract of Candidate's Dissertation, [in Russian], Novocherkassy Polytechnic Institute (1970).

  2. P. I. Kalugin, "Experimental investigation of the interaction of a beam wall with a soil base," in: Collection No. 63, Scientific Research Institute of Bases, Bases, Foundations and Underground Structures [in Russian], Stroiizdat (1972).

  3. B. N. Zhemochkin, Two-Dimensional Problem of the Calculation of an Infinite Beam on an Elastic Base. Calculation of Beams on an Elastic Half-Space and Half-Plane [in Russian], Izd. VIA im. V. V. Mubyshev (1937).

  4. K. Hayashi, Theorie des Tragers auf Elastischer Unterlage, J. Springer, Berlin (1921).

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  5. N. K. Snitko, "Calculation of beams on an elastic base with two coefficients of subgrade reaction," in: Collection of Papers of the First Scientific and Technical Conference of the Military Transport Academy (1938).

  6. N. A. Tsytovich, Soil Mechanics [in Russian], Vysshaya Shkola (1968).

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Authors
  1. R. S. Shelyapin
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Additional information

All-Union Institute of Civil Engineering, Voronezh. Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 6, pp. 15–18, November–December, 1973.

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Shelyapin, R.S. Effect of the contact tangential component of reactive resistance on stresses in a beam wall on a soil base. Soil Mech Found Eng 10, 398–402 (1973). https://doi.org/10.1007/BF01711595

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  • DOI: https://doi.org/10.1007/BF01711595

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