Purpose: This study aims to propose another alternative numerical modelling tool, i.e. ABAQUS, to simulate a fully coupled seepage-deformation analysis in unsaturated slope subjected to rainfall infiltration. Design/methodology/approach: The effect of rainfall infiltration on the response of pore water pressure and factor of safety has been analysed and discussed. The results of this study have also been validated based on the results of field monitoring and previous numerical modelling. Findings: The results from ABAQUS show a better agreement with those from field monitoring compared to other numerical modelling tools. Originality/value: The procedures adopted in this study can be adopted and used as a guide to model similar slope problem...
With the finite volume method, a 2D numerical model for seepage in unsaturated soil has been establi...
Based on the theory of rainfall infiltration, the surface infiltration model of multilevel filled sl...
The effect of negative pore-water pressure is often ignored in slope stability studies. There is a p...
An ABAQUS UMAT subroutine was used for the secondary development of the established coupled hydromec...
Unsaturated soil slopes introduce complex hydro-mechanical coupled processes which greatly alter mat...
This paper presents an application for the analysis of structures formed by unsaturated layered soil...
This paper presents an application for the analysis of structures formed by un-saturated layered soi...
Slope instability in unsaturated residual soils and loose fills has attracted increasing attention i...
ABSTRACT: In order to improve the understanding of the influence of rainfall intensity on infiltrati...
In the past 30 years, research on rainfall-induced landslides has grown remarkably. The contribution...
For simplicity, a conventional approach in modeling subsurface transient flow in slopes is to uncoup...
Buildup of pore-water pressure due to water infiltration during an extreme rainfall event is a major...
Seepage and slope stability issues concerning infiltration in unsaturated slopes are investigated an...
In order to improve the understanding of the influence of rainfall intensity on infiltration and def...
Many slope stability studies have indicated that the infiltration of rainwater into a slope decrease...
With the finite volume method, a 2D numerical model for seepage in unsaturated soil has been establi...
Based on the theory of rainfall infiltration, the surface infiltration model of multilevel filled sl...
The effect of negative pore-water pressure is often ignored in slope stability studies. There is a p...
An ABAQUS UMAT subroutine was used for the secondary development of the established coupled hydromec...
Unsaturated soil slopes introduce complex hydro-mechanical coupled processes which greatly alter mat...
This paper presents an application for the analysis of structures formed by unsaturated layered soil...
This paper presents an application for the analysis of structures formed by un-saturated layered soi...
Slope instability in unsaturated residual soils and loose fills has attracted increasing attention i...
ABSTRACT: In order to improve the understanding of the influence of rainfall intensity on infiltrati...
In the past 30 years, research on rainfall-induced landslides has grown remarkably. The contribution...
For simplicity, a conventional approach in modeling subsurface transient flow in slopes is to uncoup...
Buildup of pore-water pressure due to water infiltration during an extreme rainfall event is a major...
Seepage and slope stability issues concerning infiltration in unsaturated slopes are investigated an...
In order to improve the understanding of the influence of rainfall intensity on infiltration and def...
Many slope stability studies have indicated that the infiltration of rainwater into a slope decrease...
With the finite volume method, a 2D numerical model for seepage in unsaturated soil has been establi...
Based on the theory of rainfall infiltration, the surface infiltration model of multilevel filled sl...
The effect of negative pore-water pressure is often ignored in slope stability studies. There is a p...