A cusp catastrophe model is presented and the necessary and sufficient conditions leading to landslides are discussed. The sliding surface is assumed to be planar and is a combination of two media: medium 1 is elastic-brittle or strain-hardening and medium 2 is strain-softening. The shear stress-strain constitutive model for the strain-softening medium is described by the Weibull's distribution law. This paper is a generalization and extension of the paper by Qin et al. (2001b), in which the shear stress-strain constitutive model for medium 2 was described by a negative exponent distribution; a special case of the Weibull's distribution law. It is found that the instability of the slope relies mainly on both the stiffness ratio of the media...
Post-slide investigations suggest that many large scale submarine landslides occur through marine se...
Forecasting the occurrence of large, catastrophic slope failures remains very problematic. It is cle...
Except for simple sliding motions, the stability of a slope does not depend only on the resistance o...
This paper presents a nonlinear cusp catastrophe model of landslides and discusses the conditions le...
A nonlinear dynamical model for the evolution of landslide is proposed. The parameters of this model...
This paper further examines the possibility of modelling landslide as a consequence of the unstable ...
A cusp catastrophe model is developed for slip-buckling slope by catastrophe theory, and the formula...
A coupled hydro-mechanical formulation is presented for the analysis of landslide motion during cris...
A coupled hydro-mechanical formulation is presented for the analysis of landslide motion during cris...
Submarine landslides, commonly triggered by earthquakes, significantly affect tsunami wave heights. ...
The development of progressive failure in slopes is a poorly understood process, and relatively few ...
A 3-D model of shear fracture in an elastic half-space provides insight into the initiation of slidi...
The development of progressive failure in slopes is a poorly understood process, and relatively few ...
One of the factors causing the acceleration of landslides is the loss of strength of the soil involv...
In present paper, model of infinite creeping slope with Dieterich-Ruina rate-and state-dependent fri...
Post-slide investigations suggest that many large scale submarine landslides occur through marine se...
Forecasting the occurrence of large, catastrophic slope failures remains very problematic. It is cle...
Except for simple sliding motions, the stability of a slope does not depend only on the resistance o...
This paper presents a nonlinear cusp catastrophe model of landslides and discusses the conditions le...
A nonlinear dynamical model for the evolution of landslide is proposed. The parameters of this model...
This paper further examines the possibility of modelling landslide as a consequence of the unstable ...
A cusp catastrophe model is developed for slip-buckling slope by catastrophe theory, and the formula...
A coupled hydro-mechanical formulation is presented for the analysis of landslide motion during cris...
A coupled hydro-mechanical formulation is presented for the analysis of landslide motion during cris...
Submarine landslides, commonly triggered by earthquakes, significantly affect tsunami wave heights. ...
The development of progressive failure in slopes is a poorly understood process, and relatively few ...
A 3-D model of shear fracture in an elastic half-space provides insight into the initiation of slidi...
The development of progressive failure in slopes is a poorly understood process, and relatively few ...
One of the factors causing the acceleration of landslides is the loss of strength of the soil involv...
In present paper, model of infinite creeping slope with Dieterich-Ruina rate-and state-dependent fri...
Post-slide investigations suggest that many large scale submarine landslides occur through marine se...
Forecasting the occurrence of large, catastrophic slope failures remains very problematic. It is cle...
Except for simple sliding motions, the stability of a slope does not depend only on the resistance o...