Rainfall is one of the most significant triggering factors for slope failures in many regions
around the world. Numerous research studies have been conducted to investigate infiltration …

Unsaturated soil mechanics has rapidly become a part of geotechnical engineering practice
as a result of solutions that have emerged to a number of key problems (or challenges). The …

In this research work, a constitutive mathematical review has been carried out to study the
application of smoothed-particle hydrodynamics (SPH) in the modeling of geophysical flows …

Desiccation cracks on a soil slope can significantly increase permeability, reduce shear
strength, and potentially result in shallow landslides. To reveal the slope failure mechanism …

The finite element analysis of transient water flow through unsaturated–saturated soils was
used to investigate effects of hydraulic characteristics, initial relative degree of saturation …

Slope instability due to rainfall is a common geotechnical problem in tropical and subtropical
areas. The numerical analysis of this problem requires the definition of various hydrological …

把降雨入渗条件下的边坡稳定性问题转化为图论中的最短路问题, 基于饱和-
非饱和渗流有限元计算得到的应力场和渗流场来计算边坡的最危险滑动面及其安全系数 …

Rainfall-induced landslides are a common problem in residual soil slopes of the tropics. It is
widely known that rainfall-induced slope failures are mainly caused by infiltration of …

Landslides pose significant risks to communities and infrastructure, and mitigating these
risks relies on understanding landslide causes and triggering processes. It has been shown …

The reduction of soil suction and consequent loss of shear strength due to infiltration is
known to trigger shallow landslides during periods of concentrated rainfall. In the …