Chuanxun Li
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View article: Risk Assessment of Dynamic Diffusion of Urban Non-Point Source Pollution Under Extreme Rainfall
Risk Assessment of Dynamic Diffusion of Urban Non-Point Source Pollution Under Extreme Rainfall Open
With the acceleration of urbanization, the diffusion mechanism of urban non-point source (NPS) pollution caused by extreme rainfall is not clear, which leads to high cost and difficulty in water environment treatment. In view of the shortc…
View article: Variation of negative vacuum pressure in vertical drains with time and depth under variable well resistance
Variation of negative vacuum pressure in vertical drains with time and depth under variable well resistance Open
Most solutions for the large strain nonlinear consolidation of soils with vertical drains are based on the assumption that the negative vacuum pressure only depends on the depth. In response to the shortcomings of this assumption, a large …
View article: An analytical solution for the consolidation of a composite foundation reinforced by vertical drains and high replacement ratio gravel piles by considering the radial flow within gravel piles
An analytical solution for the consolidation of a composite foundation reinforced by vertical drains and high replacement ratio gravel piles by considering the radial flow within gravel piles Open
To make up for the shortcomings of single-pile composite foundations, combined composite foundations are increasingly used in engineering. However, studies for the consolidation theory of composite foundations reinforced by high replacemen…
View article: Analytical solutions for consolidation of stone column composite foundations considering time-dependent boundary and loading
Analytical solutions for consolidation of stone column composite foundations considering time-dependent boundary and loading Open
In response to the existing consolidation theory for stone column composite foundations which cannot consider the time-dependent loading and the well resistance effect of stone columns under time-dependent boundaries, a consolidation model…
View article: Buckling Stability Analysis for Piles in the Slope Foundation Based on Cusp Catastrophe Theory
Buckling Stability Analysis for Piles in the Slope Foundation Based on Cusp Catastrophe Theory Open
The aim of this paper is to analyze the buckling stability problem for piles in the slope foundation based on cusp catastrophe theory. Formulation of critical buckling load of piles in the slope foundation is obtained. The influential fact…
View article: One‐Dimensional Large‐Strain Nonlinear Consolidation of Overconsolidated Clays with a Threshold Hydraulic Gradient
One‐Dimensional Large‐Strain Nonlinear Consolidation of Overconsolidated Clays with a Threshold Hydraulic Gradient Open
The existence of the threshold hydraulic gradient in clays under a low hydraulic gradient has been recognized by many studies. Meanwhile, most nature clays to some extent exist in an overconsolidated state more or less. However, the consol…