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.
Article PDF
Similar content being viewed by others
Explore related subjects
Discover the latest articles, news and stories from top researchers in related subjects.Avoid common mistakes on your manuscript.
References
S. S. Vyalov, Rheological Bases of Soil Mechanics, Vyscshaya Schkola, Moscow (1978).
Z. G. Ter Martirosyan and A. Z. Ter Martirosyan, Mechanics of Soils, ASV, Moscow (2020).
S. B. Ukhov et al., Mechanics of Soils, Bases, and Foundations, Vyscshaya Schkola, Moscow (2007).
S. P. Timoshenko and J. Gudier, Theory of Eelasticity, Nauka, Moscow (1975).
SP 22.13330.2016. Foundations of Buildings and Structures. Updated version of Construction Rules and Regulations 2.02.01 83* (2016).
Flamant, Comptes Rendus, Paris (1892).
H. Hencky, “Zur Theorie plastischer Deformationen und der hierdurch im Material hervorgerufenen Nachspannungen,” ZaMM, 4, No.4, 323-334 (1924).
V. A. Florin, Fundamentals of Soil Mechanics, Gosstroizdat, Moscow (1961).
A. Casagrande, “The determination of the pre consolidation load and its practical significance,” Proc. ICOSMFE, Cambridge, No. 3, 60-64 (1936).
I. N. Luzin, “The stress-strain state of the foundations of deep foundations on the homogeneous and inhomogeneous over-compacted ground half-space,” Doctoral thesis, Moscow, 2016.
Author information
Authors and Affiliations
Corresponding author
Additional information
Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 1, pp. 8-13, January-February, 2021.
Rights and permissions
About this article
Cite this article
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
Published:
Issue Date:
DOI: https://doi.org/10.1007/s11204-021-09702-6