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Analysis of laterally loaded piles in cohesive soils

  • Foundation Engineering
  • Published:
Soil Mechanics and Foundation Engineering Aims and scope

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Literature cited

  1. I. V. Urban, "Analysis of thin walls considering the soil and walls' elasticity, in: Problems in Structural Mechanics, Trudy MIIT, No. 55 (1939).

  2. K. S. Silin, K. S. Zavriev, and G. S. Shpiro, "A method of analysis for column foundations," in: Foundation Design, Trudy TsNIIS, No. 15, Transzheldorizdat (1962).

  3. A. N. Snitko, "Analysis of flexible supports in a soil medium with a variable modulus of subgrade reaction," Osnovaniya, Fundamenty i Mekhan. Gruntov, No. 3 (1968).

  4. K. Terzaghi, "Evaluation of coefficients of subgrade reaction," Geotechnique,5, December (1955).

  5. M. T. Daivisson and H. L. Gill, "Laterally loaded piles in layered soil systems," Proc. ASCE,90, SM 1 (1964).

  6. A. S. Maliev, "Beams on elastic foundations with a longitudinally variable modulus of subgrade reaction," Transactions of the Leningrad Institute of Industrial Construction Engineers [in Russian], No. 6 (1938).

  7. V. A. Florin, Fundamentals of Soil Mechanics, Vol. 1 [in Russian], Gosstroiizdat (1959).

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Authors
  1. I. Ya. Luchkovskii
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  2. G. S. Lekumovich
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Additional information

Khar'kov. Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 3, pp. 17–19, May–June, 1971.

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Luchkovskii, I.Y., Lekumovich, G.S. Analysis of laterally loaded piles in cohesive soils. Soil Mech Found Eng 8, 184–187 (1971). https://doi.org/10.1007/BF01705112

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  • DOI: https://doi.org/10.1007/BF01705112

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