Coupled models for total stress dissipation tests
Emoke Imre

TL;DR
This paper analyzes coupled consolidation models with different boundary conditions and embedding dimensions, providing analytical solutions and insights into total stress dissipation, especially for pile shaft conditions, and suggests a new evaluation approach.
Contribution
It unifies various coupled consolidation models into a single analytical framework and explores their stress dissipation behavior with practical implications.
Findings
Significant stress decrease in coupled 1 models at pile shaft
Zero stress drop in coupled 2 models
Convergence depends on initial conditions
Abstract
Two linear, point-symmetric, coupled consolidation model families with various embedding space dimension values (oedometer models - 1, spherical models - 3, cylindrical models - 2), differing in one boundary condition (coupled 1 - constant displacement, coupled 2 - constant stress) are analysed analytically and numerically. The method of the research is partly analytical, the models are unified into a single model with unique analytical solution, every model can be derived from this by inserting the proper boundary condition and embedding space dimension m. The constants of the solutions are determined and an approximate time factor and model law are derived for the m >1case which is identical to the one valid in the oedometer case. The convergence of the infinite series are examined in the function of the initial condition. Concerning the total stress at the pile shaft, significant…
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Taxonomy
TopicsGeotechnical Engineering and Soil Mechanics · Drilling and Well Engineering · Hydraulic Fracturing and Reservoir Analysis
