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Design of flexible supports embedded in soil with variable subgrade coefficient

  • Soil Mechanics
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Soil Mechanics and Foundation Engineering Aims and scope

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Literature cited

  1. G. K. Klein, "Heterogeniety, discontinuity of deformations, and other mechanical properties of soils affecting design of structures on continuous foundations," in: Discussions on Beams and Plates on Compressible Foundations, Collection of the Kuibishev MISI [in Russian], Gosstroiizdat (1956).

  2. Rifaat, Die Spundwand and Erddruck problem (1935).

  3. Tran-Bin, "Design of deep foundations with horizontal loadings," author's abstract of Candidate Dissertation [in Russian], MADI (1965).

  4. Titze, Passive Earth Pressure by Lateral Loading of Pile Foundations (1943).

  5. H. Matlock and L. C. Reese, "Generalized solutions for laterally loaded piles, Proc. Amer. Soc. Civil Engrs.,10 (1960).

  6. Hisao Goto, Experimental studies on the distribution of the foundation coefficient in the ground around bridge piers, J. Japan Soc. Civil Engrs.,39, No. 6 (1954).

  7. V. V. Mironov, "Single piles and tall piling structures subjected to horizontal forces," Collected works LIIZhT. [in Russian], No. 207 (1963).

  8. A. Ya. Serebro, "Pile casings resisting horizontal loads," Transactions of VNIIGS [in Russian], No. 22 (1964).

  9. N. K. Snitko and A. N. Snitko, "Deformations of flexible supports in soils, with effects of axial loads," Osnovaniya, Fundamenty i Mekhan. Gruntov, No. 6 (1967).

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Leningrad. Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 3, pp. 6–8, May–June, 1968.

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Snitko, A.N. Design of flexible supports embedded in soil with variable subgrade coefficient. Soil Mech Found Eng 5, 156–159 (1968). https://doi.org/10.1007/BF01703763

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  • DOI: https://doi.org/10.1007/BF01703763

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