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Bearing Capacity of Soil Base and Settlement of Foundations of Finite Width

  • SOIL MECHANICS
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Soil Mechanics and Foundation Engineering Aims and scope

The analytical solution of the problem of the bearing capacity of the soil base and the foundation settlement of a limited width is presented, considering the soil’s own weight and residual stresses (in the presence of over-compacted soils). The Flamant’s solutions (plane problem) are used for the stress state calculation. The Hencky’s equations are used to determine the stress − strain relationships and the influence of the average stress on the shear and the volume strain modulus.

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Authors and Affiliations

  1. Moscow State University of Civil Engineering (MGSU), Moscow, Russia

    Z. G. Ter-Martirosyan, A. Z. Ter-Martirosyan & N. O. Kurilin

Authors
  1. Z. G. Ter-Martirosyan
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  2. A. Z. Ter-Martirosyan
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  3. N. O. Kurilin
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Corresponding author

Correspondence to N. O. Kurilin.

Additional information

Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 1, pp. 8-13, January-February, 2021.

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Ter-Martirosyan, Z.G., Ter-Martirosyan, A.Z. & Kurilin, N.O. Bearing Capacity of Soil Base and Settlement of Foundations of Finite Width. Soil Mech Found Eng 58, 18–24 (2021). https://doi.org/10.1007/s11204-021-09702-6

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  • DOI: https://doi.org/10.1007/s11204-021-09702-6

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