Abstract
The consolidation of soil is one of the most common phenomena in geotechnical engineering. Previous studies for the axisymmetric consolidation of unsaturated soil have usually idealized the boundary conditions as fully drained and absolutely undrained, but the boundaries of unsaturated soil are actually impeded drainage in most practical situations. In this study, we present a general analytical solution for predicting the axisymmetric consolidation behavior of unsaturated soil that incorporates impeded drainage boundary conditions in both the radial and vertical directions simultaneously. The impeded drainage boundary is modeled using the third kind boundary, and it can also realize fully drained and absolutely undrained ones by changing the drainage parameter. A general analytical solution is developed to predict the excess pore-air and pore-water pressures as well as the average degree of consolidation in an unsaturated soil stratum using the common methods of eigenfunction expansion and Laplace transform. The newly developed solution is expressed in the product of the terms of time, depth, and radius, which are derived using Laplace transform, usual Fourier, and Fourier-Bessel series, respectively. The eigenfunctions and eigenvalues are evaluated from the impeded drainage boundaries in both radial and depth dimensions. Then, the correctness of the proposed analytical solution is verified against the existing analytical solution for the case of traditional boundaries and against the finite difference solution for the case of general impeded drainage boundaries, and excellent agreements are obtained. Finally, the axisymmetric consolidation behavior of unsaturated soil involving impeded drainage boundaries is demonstrated and analyzed, and the effects of the drainage parameters are discussed. The results indicate that the larger drainage parameter generally expedites the dissipations of the excess pore pressures and further promotes the soil settling process. As the drainage parameter increases, its influence gradually diminishes and even can be neglected when it is larger than 100. The general analytical solution and findings of this study can help for better understanding the axisymmetric consolidation behavior of the unsaturated soil stratum in the ground improvement project with vertical drains as well as the gas-oil gravity drainage mechanism in the naturally fractured reservoirs.
Highlights
The consolidation of soil is one of the most common phenomena in geotechnical engineering [1, 2]
Summary and Conclusions (a) This work studies the axisymmetric consolidation of an unsaturated soil stratum involving the general impeded drainage boundary conditions
A new explicit analytical solution is developed to predict the excess pore-air and pore-water pressures as well as the average degree of consolidation utilizing the techniques of eigenfunction expansion and Laplace transform
Summary
The consolidation of soil is one of the most common phenomena in geotechnical engineering [1, 2]. To capture both the radial and vertical flow behavior of air and water phases, Ho and his coworkers [21, 22] transformed the well-known partial differential system of excess pore-air and pore-water pressures from the 3D Cartesian coordinate to the cylindrical one [17] Using this system, they proposed a set of analytical solutions to assess the axisymmetric consolidation behavior of unsaturated soil under several typical time-dependent loadings [21] and linearly varying initial conditions [22]. This study is aimed at proposing a reliable axisymmetric consolidation system of unsaturated soil that incorporates the impeded drainage boundaries in both radial and vertical directions. Typical worked examples considering general impeded drainage boundaries are provided to demonstrate the axisymmetric consolidation behavior of unsaturated soil and to assess the effects of the drainage parameters
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