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Method of settlement computation for various types of soils

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Soil Mechanics and Foundation Engineering Aims and scope

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Literature cited

  1. N. Janbu and E. I. Iljeldnes, "Principal stress ratios and their influence on the compressibility of soils," Proc. 6th Int. Conf. SMFE, Vol. I, Montreal (1965).

  2. L. Bjerrum, "Rankine Lecture 1967," Geotéchnique, No. 4, London (1967).

  3. N. Janbu, "Soil compressibility as determined by odometer and triaxial tests," Proc. European Conf. Vol. I, Wiesbaden (1963).

  4. T. K. Chaplin, "Compressibility of sand and settlements of modulus footings and piles in sand," Proc. 5th Int. Conf. SMFE, Vol. II, Paris (1961).

  5. F. Kogler and A. Scheidig, "Druckverteilung im Baugrunde," Bautechnik,5 (1927).

  6. L. Bjerrum, O. Eide, and J. Foss, "The settlement of Konnerud St. No. 16 and two neighboring buildings in Drammen," NGI Internal Report, F. 272, Oslo (1965).

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This paper represents the exposition of two lectures given by Prof. N. Janbu at Moscow State University. The paper was translated and prepared for printing by R. S. Ziangirov. The author's original notations are used to a certain extent.

Trondheim, Norway. Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 3, pp. 28–31, May–June, 1970.

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Janbu, N. Method of settlement computation for various types of soils. Soil Mech Found Eng 7, 201–206 (1970). https://doi.org/10.1007/BF01704632

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  • DOI: https://doi.org/10.1007/BF01704632

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