Abstract
The problem of determining the time dependence of the settlement of a dual-layer bed is examined with allowance for an increase in the “active” thickness of a lower consolidating layer subject to increasing load due to the construction of a building.
This is a preview of subscription content, log in via an institution to check access.
Similar content being viewed by others
REFERENCES
Construction Rule and Regulation 2.02.01-83*, Beds of Buildings and Structures [in Russian].
Moscow City Construction Regulation 2.07.97, Beds, Foundations, And Underground Structures [in Russian].
Construction Manual 11, Design and Installation of Shallow Foundations [in Russian].
V. A. Florin, Fundamentals of Soil Mechanics [in Russian], Gosstroiizdat, Moscow-Leningrad (1951).
S. A. Rosa, Settlement Analysis of Structures at Hydroelectric Power Plants [in Russian], Moscow-Leningrad (1959).
Author information
Authors and Affiliations
Rights and permissions
About this article
Cite this article
Ukhov, S.B., Sheinin, V.I. Prediction of Consolidation-Induced Settlement of a Dual-Layer Bed Subject to Increasing Surface Load over Time. Soil Mechanics and Foundation Engineering 41, 73–77 (2004). https://doi.org/10.1023/B:SMAF.0000040183.49958.6f
Issue Date:
DOI: https://doi.org/10.1023/B:SMAF.0000040183.49958.6f