This paper describes a new biaxial rock deformation apparatus within a pressure vessel, consisting of a stainless steel vessel with an internal diameter of 40 cm and six main access ports for electronics ( 100 pins), pore fl uids (three lines), and con fi ning oil. The apparatus has to ability to work on large rock samples, up to 20 20 cm 2 , with horizontal and vertical forces up to 1.5 MN. The maximum con fi ning pressure of the vessel is 70 MPa, and fl uid fl ow properties and permeability of large-samples can be tested using up to 8 L of fl uids that can be pressurized up to 30 MPa. Sliding velocity during experiments is in the range 0.1 μ m/s – 1.0 cm/s. The machine stiffness is 0.91 kN/ μ m and 1.3 kN/ μ m for the vertical and horizon...
The shear behaviour of rock discontinuities in seismic condition is still not fully understood alth...
Efforts have been made in this study to determine fluid flow properties of the fractured rockmass, w...
The stress state at the boundary of any underground mine opening is that of plane stress. This plana...
This paper describes a new biaxial rock deformation apparatus within a pressure vessel, consisting o...
A main goal of the European Research Council, Starting Grant, GLASS (InteGrated Laboratories to inve...
A new type of direct shear apparatus has been developed to allow for deformation of large and intact...
A study of the mechanics of shear failure of rock under pressure has been made. The transition from ...
A new set-up to measure acoustic wave velocities through deforming rock samples at high pressures (<...
International audienceIn order to address geological processes at great depths, rock deformation sho...
This research investigation deals with the development and evaluation of an instrumentation system f...
In planning of underground structures stability analysis of rock masses requires precise properties ...
Two new and related true-triaxial apparatus are described that make use of conventional triaxial pre...
Mining at greater depths can lead to stress-induced failure, especially in areas of high horizontal ...
This paper presents the development of a new high-pressure triaxial apparatus specifically prepared ...
The effect of confinement pressure on fracture toughness may be significant in materials with poor t...
The shear behaviour of rock discontinuities in seismic condition is still not fully understood alth...
Efforts have been made in this study to determine fluid flow properties of the fractured rockmass, w...
The stress state at the boundary of any underground mine opening is that of plane stress. This plana...
This paper describes a new biaxial rock deformation apparatus within a pressure vessel, consisting o...
A main goal of the European Research Council, Starting Grant, GLASS (InteGrated Laboratories to inve...
A new type of direct shear apparatus has been developed to allow for deformation of large and intact...
A study of the mechanics of shear failure of rock under pressure has been made. The transition from ...
A new set-up to measure acoustic wave velocities through deforming rock samples at high pressures (<...
International audienceIn order to address geological processes at great depths, rock deformation sho...
This research investigation deals with the development and evaluation of an instrumentation system f...
In planning of underground structures stability analysis of rock masses requires precise properties ...
Two new and related true-triaxial apparatus are described that make use of conventional triaxial pre...
Mining at greater depths can lead to stress-induced failure, especially in areas of high horizontal ...
This paper presents the development of a new high-pressure triaxial apparatus specifically prepared ...
The effect of confinement pressure on fracture toughness may be significant in materials with poor t...
The shear behaviour of rock discontinuities in seismic condition is still not fully understood alth...
Efforts have been made in this study to determine fluid flow properties of the fractured rockmass, w...
The stress state at the boundary of any underground mine opening is that of plane stress. This plana...