Double Drainage Consolidation Theory of Vertical Drains Based on Continuous Drainage Boundary Conditions
Yi Zhang,
Benchi Hou,
Ke Ma
et al.
Abstract:Conventionally, drainage boundaries are often assumed to be either perfectly permeable or completely impermeable. However, a more realistic approach considers continuous drainage boundaries. In this context, an analytical solution for double drainage consolidation in vertical drains is derived. The proposed method is evaluated against existing solutions and finite element simulations. The study investigates the impact of drainage capacity, soil nonlinearity, smear effect, and well resistance. The results show … Show more
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