The material model consists of a viscoelastic Burgers element and an additional viscoplastic element, which includes Bingham viscosity and a viscoplastic Kelvin element. For spherical and cylindrical cavities, expressions are derived for the stress and strain fields and volume convergence. Spherical and cylindrical cavities are treated in a unified formulation. The expressions for the transient phase require a numerical approach. A simple numerical scheme is proposed which solves these expressions efficiently. For constant pressurization stationary stresses, strain rates and convergence rate will eventually arise. Exact, closed-form solutions are derived for these quantities. The magnitude of the Maxwell viscosity is of vital importance for...
Summary: The visco-plastic behaviour of rocks plays a relevant role in the tunnelling works, especia...
The paper covers some material and computational aspects of the rock mechanics of leached cavities i...
The paper describes a model to predict and analyze the time-dependent closure of a borehole drilled ...
The material model consists of a viscoelastic Burgers element and an additional viscoplastic element...
Constitutive laws are developed to predict creep (time-dependent) closure of boreholes in salt speci...
International audienceThis paper aims to gain fundamental understanding of the microscopic mechanism...
This paper aims to gain fundamental understanding of the microscopic mechanisms that con...
International audienceThe long-term stability of an underground deep cavity involves a lot of comple...
International audienceViscoplastic damage behaviour of rocks has to be considered for the design of ...
This paper deals with the time-dependent behavior of rocks in the vicinity of underground cavities. ...
Copyright © 2012 Elsevier Ltd.DOI: http://dx.doi.org/10.1016/j.mechrescom.2012.06.009The aim of this...
iii Rock salt deformation behaviour are often said to correspond to that of a very viscosity fluid, ...
International audienceThis paper presents a new poro-viscoplastic damageable model for partially sat...
The salt bath experiment was chosen because of the load characteristics. It is simple enough to allo...
Summary: The visco-plastic behaviour of rocks plays a relevant role in the tunnelling works, especia...
The paper covers some material and computational aspects of the rock mechanics of leached cavities i...
The paper describes a model to predict and analyze the time-dependent closure of a borehole drilled ...
The material model consists of a viscoelastic Burgers element and an additional viscoplastic element...
Constitutive laws are developed to predict creep (time-dependent) closure of boreholes in salt speci...
International audienceThis paper aims to gain fundamental understanding of the microscopic mechanism...
This paper aims to gain fundamental understanding of the microscopic mechanisms that con...
International audienceThe long-term stability of an underground deep cavity involves a lot of comple...
International audienceViscoplastic damage behaviour of rocks has to be considered for the design of ...
This paper deals with the time-dependent behavior of rocks in the vicinity of underground cavities. ...
Copyright © 2012 Elsevier Ltd.DOI: http://dx.doi.org/10.1016/j.mechrescom.2012.06.009The aim of this...
iii Rock salt deformation behaviour are often said to correspond to that of a very viscosity fluid, ...
International audienceThis paper presents a new poro-viscoplastic damageable model for partially sat...
The salt bath experiment was chosen because of the load characteristics. It is simple enough to allo...
Summary: The visco-plastic behaviour of rocks plays a relevant role in the tunnelling works, especia...
The paper covers some material and computational aspects of the rock mechanics of leached cavities i...
The paper describes a model to predict and analyze the time-dependent closure of a borehole drilled ...