Abstract Rainfall is an important factor to trigger the slope failure such as landslides and debris flows. First, the relationship between rainfall duration with the initiation of debris flow and rainfall intensity was mainly studied by the series tests in a box model. Then, the rainfall induced responses of slopes and the initiation of slope failure were simulated by using the software FLAC2D based on the soil parameters in Weijia Gully, Beichuan County, Sichuan Province. The effects of the slope angle, rainfall intensity, soil parameters on the development of the stress, and pore pressure in the soil of the slope were analyzed. It indicates that largest displacements in the slope are mainly located near the toe. With the increase of the r...
In this study, a two-dimensional numerical landslide model was developed to investigate the effects ...
A large number of deposit landslides are induced by rainfall, and those with different weak layers m...
AbstractA constitutive model on the evolution of debris flow with and without a barrier was establis...
The unique geological conditions in Yunnan make it likely for landslides to occur there. For the pur...
Many slope failures have been observed in deep-cutting gorges in Southwest China due to rainfall eve...
Due to the increase of geographical disaster in China, it is necessary to study the formation mechan...
The critical stage in the evaluation of rainfall-induced landslide failure is in formulating reasona...
Slope failure such as shallow landslide is commonly caused by high intensity of rainfall in long pe...
Abstract. This study investigates the formation process of rainfall-induced landslide for slopes com...
The loess slope stability is influenced by rainfall and other factors. In order to find out the mech...
Rainfall infiltration is considered as one of the most significant factors triggering slope instabil...
This paper introduces the inducing factors of landslide disaster and the terrain characteristics of ...
Based on this, the slope stability and disaster law under the condition of heavy rainfall are studie...
In this study, a two-dimensional numerical landslide model was developed to investigate the effects ...
Rainfall is a critical factor inducing landslides, and thus the study of rainfall thresholds is of g...
In this study, a two-dimensional numerical landslide model was developed to investigate the effects ...
A large number of deposit landslides are induced by rainfall, and those with different weak layers m...
AbstractA constitutive model on the evolution of debris flow with and without a barrier was establis...
The unique geological conditions in Yunnan make it likely for landslides to occur there. For the pur...
Many slope failures have been observed in deep-cutting gorges in Southwest China due to rainfall eve...
Due to the increase of geographical disaster in China, it is necessary to study the formation mechan...
The critical stage in the evaluation of rainfall-induced landslide failure is in formulating reasona...
Slope failure such as shallow landslide is commonly caused by high intensity of rainfall in long pe...
Abstract. This study investigates the formation process of rainfall-induced landslide for slopes com...
The loess slope stability is influenced by rainfall and other factors. In order to find out the mech...
Rainfall infiltration is considered as one of the most significant factors triggering slope instabil...
This paper introduces the inducing factors of landslide disaster and the terrain characteristics of ...
Based on this, the slope stability and disaster law under the condition of heavy rainfall are studie...
In this study, a two-dimensional numerical landslide model was developed to investigate the effects ...
Rainfall is a critical factor inducing landslides, and thus the study of rainfall thresholds is of g...
In this study, a two-dimensional numerical landslide model was developed to investigate the effects ...
A large number of deposit landslides are induced by rainfall, and those with different weak layers m...
AbstractA constitutive model on the evolution of debris flow with and without a barrier was establis...