Engineering-scale problems generally can be described by partial differential equations
(PDEs) or ordinary differential equations (ODEs). Analytical, semi-analytical and numerical …

In this paper, the governing equations and semi-analytical solutions are proposed to
investigate the consolidation behavior of unsaturated composite ground with the permeable …

This study investigates the bearing capacity of strip footings resting on unsaturated soils
subjected to combined loading using the lower-bound limit analysis coupled with the finite …

Purpose Biochars produced from different feedstocks (such as wood, pig manure) possess
varying physical and chemical properties, which have influence on crack and evaporation …

Accurate prediction of the land reclamation settlement is a long-standing problem.
Numerous empirical, analytical, and numerical methods have been proposed to solve this …

The axisymmetric, equal‐strain consolidation theory of soil is widely employed in
engineering due to the user‐friendliness of its solution. However, the radially averaged …

Based on the consolidation theory raised by Fredlund, the solutions for the equal‐strain
consolidation of unsaturated foundation with the prefabricated vertical drain considering …

Considering continuous permeable boundary and coupled radial-vertical flow in this paper,
a generalized semi-analytical solution for the consolidation enhanced by vertical drains …

This paper proposed a pore-scale model to simulate the effect of initial soil density on the
bimodal soil water characteristic curve (SWCC) of compacted soils. The pore-scale model is …

Composite ground is widely employed in geotechnical engineering as a ground
reinforcement method, which can be applied to either saturated or unsaturated natural …