Based on the consideration of the time effect and connecting with typical instances, the modified Caputo fractional time-varying damage model is proposed in this paper. The parameters of creep constitutive model of slope are determined by using the powerful mathematical software and the influence of the parameters of time varying viscus element and damage element, α and ξ, on strain are shown. As α increases, the strain rates of the first and second stages of creep attenuation and steady-state stages gradually decrease and the strain rate in the acceleration stage is reflected in ξ. The fitting curve is in good agreement with the experimental data, which proves that the damage model proposed in this paper is reasonable and accurate. It prov...
In order to accurately describe the characteristics of each stage of rock creep behavior under the c...
The use of salt rock for underground radioactive waste disposal facilities requires a comprehensive ...
Concrete creep has become one of the major problems that threatens concrete structural development a...
Based on mineral components and the creep experimental studies of Three Gorges granite and Beishan g...
To simulate the evolution of wellbore creep accurately, predict and prevent severe accidents such as...
During the flood development in an oil field, the creep characteristic of mudstone is one of the imp...
The creep characteristics of the key unit rock in a slope potential slip surface play an important r...
The creep characteristics of the key unit rock in a slope potential slip surface play an important r...
The effective stress concept of temperature equivalent stress and actual stress acting together is e...
International audienceThis paper presents a new constitutive model for the time dependent mechanical...
This paper presents a new constitutive model for the time dependent mechanical behaviour of rock whi...
This paper presents a new constitutive model for the time dependent mechanical behaviour of rock whi...
Based on special engineering geological conditions of a cut-slope area at Heitanping hilly-pass alon...
Rock deformation is a time-dependent process, generally referred to as rheology. Especially for soft...
Slope deformation prediction has important significance for slope prevention and control. Based on h...
In order to accurately describe the characteristics of each stage of rock creep behavior under the c...
The use of salt rock for underground radioactive waste disposal facilities requires a comprehensive ...
Concrete creep has become one of the major problems that threatens concrete structural development a...
Based on mineral components and the creep experimental studies of Three Gorges granite and Beishan g...
To simulate the evolution of wellbore creep accurately, predict and prevent severe accidents such as...
During the flood development in an oil field, the creep characteristic of mudstone is one of the imp...
The creep characteristics of the key unit rock in a slope potential slip surface play an important r...
The creep characteristics of the key unit rock in a slope potential slip surface play an important r...
The effective stress concept of temperature equivalent stress and actual stress acting together is e...
International audienceThis paper presents a new constitutive model for the time dependent mechanical...
This paper presents a new constitutive model for the time dependent mechanical behaviour of rock whi...
This paper presents a new constitutive model for the time dependent mechanical behaviour of rock whi...
Based on special engineering geological conditions of a cut-slope area at Heitanping hilly-pass alon...
Rock deformation is a time-dependent process, generally referred to as rheology. Especially for soft...
Slope deformation prediction has important significance for slope prevention and control. Based on h...
In order to accurately describe the characteristics of each stage of rock creep behavior under the c...
The use of salt rock for underground radioactive waste disposal facilities requires a comprehensive ...
Concrete creep has become one of the major problems that threatens concrete structural development a...