Email this article Precision of the Creep Coefficient and Secondary Consolidation of Water-Saturated Viscous Soil
- Authors: Bezvolev S.G.1
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Affiliations:
- Gersevanov Research Institute of Bases and Underground Structures (NIIOSP)
- Issue: Vol 56, No 5 (2019)
- Pages: 309-313
- Section: Soil Mechanics
- URL: https://journal-vniispk.ru/0038-0741/article/view/244256
- DOI: https://doi.org/10.1007/s11204-019-09607-5
- ID: 244256
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Abstract
Patterns of soil consolidation with significant filtration and viscous resistance to volumetric deformation are considered. Joint models were characterized, issues identified and practical calculations of the consolidation of water-saturated boggy soils were presented. The conceptual contradictions for the viscous-elastic-plastic model were analyzed using the Bingham nonlinear water-saturated body model of the KONSO program and the Plaxis Soft soil creep model. The method of the correct determination of creep and nonlinear viscosity parameters during the compression-consolidation testing was presented.
About the authors
S. G. Bezvolev
Gersevanov Research Institute of Bases and Underground Structures (NIIOSP)
Author for correspondence.
Email: compgeo@ya.ru
Russian Federation, Moscow
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