Optimal design of rectangular foundations functioning with separation of their lower surface under the action moments in two mutually perpendicular directions can be achieved by selecting minimum lower-surface dimensions, or an assigned maximum edge pressure and coefficient of separation of the lower surface of the foundation.
This is a preview of subscription content, log in via an institution to check access.
Similar content being viewed by others
References
E. A. Sorochan, Foundations of Industrial Buildings [in Russian], Stroiizdat, Moscow (1985).
S. G. Kushner, "Procedure for analysis of foundations with anchor piles subject to bi-directional moments," Osn., Fundam. Mekh. Gruntov, No. 4, 2-6 (2003).
V. S. Rybin, Design of Foundations for Reconstructed Buildings [in Russian], Stroiizdat, Moscow (1990).
Building Code 50-101-2004. Design and Installation of Beds and Foundations for Buildings and Structures [in Russian].
Author information
Authors and Affiliations
Additional information
Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 2, pp. 20-24, March-April, 2014.
Rights and permissions
About this article
Cite this article
Rybin, V.S., Rybina, L.V. Rectangular Foundations Functioning With Separation of Their Lower Surface When Subjected to Bidirectional Moments. Soil Mech Found Eng 51, 89–94 (2014). https://doi.org/10.1007/s11204-014-9259-7
Published:
Issue Date:
DOI: https://doi.org/10.1007/s11204-014-9259-7