Consolidation analysis for unsaturated soils

By E. Conte. 2004

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One-Dimensional Consolidation of Unsaturated Soil Subjected to Time-Dependent Loading with Various Initial and Boundary Conditions (2014, background): “(2013), Lovisa et al. (2013), Fox and Pu (2012), Zhu and Yin (2012), and Osman and Randolph (2012), among others.”
Analytical solution for one‐dimensional consolidation of unsaturated soils using eigenfunction expansion method (2014, background): “[16], and Conte [17] to name a few, some other analytical solutions have also been recently updated.”
A simple analytical solution to one‐dimensional consolidation for unsaturated soils (2014, background): “Some scholars have developed and analyzed fully coupled models for water flow and air flow in deformable porous media for unsaturated soils [8–11].”
Exact solutions for one‐dimensional consolidation of single‐layer unsaturated soil (2012, methodology): “ka is the air permeability coefficient [13], and g is the acceleration of gravity.”