Abstract
The studies of S. G. Bezvolev [1–3] are examined. Results of analyses performed by the procedure outlined in [1] are presented, and a soil model, which is based on this procedure [3], is discussed. In addition to this relation, the papers under consideration are also linked by the fact that they “generalize” the engineering methods proposed in [4, 5] for analysis of the settlements of slab and pile foundations.
This is a preview of subscription content, log in via an institution to check access.
Similar content being viewed by others
References
S. G. Bezvolev, “General procedure for analysis of the stress-strain state of a soil mass with strengthening or weakening elements,” Osn., Fundam. Mekh. Gruntov, No. 3, 2–8 (2008).
S. G. Bezvolev, Refinement of the method of analyzing pile foundations and vertically reinforced soil masses, 75th Anniversary Collection of Scientific Proceedings of the N. M. Gersevanov Scientific Research Institute of Foundations and Underground Structures [in Russian], Izdatel’stvo ’ST, Moscow (2006).
S. G. Bezvolev, “Procedure for consideration of the deformability of an inhomogeneous elasto-plastic bed for analysis of foundation slabs,” Osn., Fundam. Mekh. Gruntov, No. 5, 8–14 (2002).
V. G. Fedorovskii and S. G. Bezvolev, “A method of analyzing pile fields and other vertically reinforced soil masses,” Osn., Fundam. Mekh. Gruntov, No. 3, 11–15 (1994).
V. G. Fedorovskii and S. G. Bezvolev, “Calculation of shallow-foundation settlement and selection of a bed model for slab analysis,” Osn., Fundam. Mekh. Gruntov, No. 4, 10–18 (2000).
Building Code 50-102-2003. Design and Installation of Pile Foundations [in Russian].
Building Code 50-101-2004. Design and Installation of Beds and Foundations for Buildings and Structures [in Russian].
V. G. Fedorovskii, S. N. Levachev, S. V. Kurillo, and Yu. M. Kolesnikov, Piles in Hydrotechnical Construction [in Russian], Izdatel’stvo ASV, Moscow (2003).
V. F. Aleksandrovich, S. V. Kurillo, and V. G. Fedorovskii, Question concerning the mutual effect of piles and a slab in the bed of a pile-slab foundation, Reconstruction of Historic Cities and Geotechnical Construction. Proceedings of the International Conference [in Russian], Vol. 2, Saint Petersburg-Moscow (2003).
Construction Rule and Regulation 2.02.02-85. Beds of Water-Development Works [in Russian].
V. S. Kopeikin, Interaction between bendable structures and a bilinearly deformable ideally plastic medium: Author’s abstract of dissertation for Doctor of Technical Sciences, Saratov (1997).
V. N. Shirokov, Elasto-plastic models of undisturbed soils and their application to analysis of soil beds: Author’s abstract of dissertation for Doctor of Technical Sciences, Moscow (1990).
R. Larsson and G. Sallfors, Hypothetical yield envelope at stress rotation, Proceedings of the 10th International Conference on Soil Mechanics and Foundation Engineering, Vol. 1, Stockholm (1981).
J. H. Atkinson and P. L. Bransby, The Mechanics of Soils. An Introduction to Critical-State Soil Mechanics, McGraw-Hill, London (1978).
V. A. Florin, Fundamentals of Soil Mechanics [in Russian], Vol. 1, Gosstroiizdat, Leningrad-Moscow (1959).
B. M. Kovanev, S. G. Bezvolev, and V. P. Shupta, “Complex investigation of the combined performance of the laminar bed and foundation of an industrial building,” Osn., Fundam. Mekh. Gruntov, No. 3 (1987).
Author information
Authors and Affiliations
Additional information
__________
Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 3, pp. 9–16, May–June, 2008.
Rights and permissions
About this article
Cite this article
Fedorovskii, V.G. On some “generalizations” of analytical engineering methods. Soil Mech Found Eng 45, 87–97 (2008). https://doi.org/10.1007/s11204-008-9008-x
Published:
Issue Date:
DOI: https://doi.org/10.1007/s11204-008-9008-x