Abstract. The combination of free planes in the corner of an underground chamber is complex. If the fractures cross the roof and walls, or floor and walls at the same time, a complex key block may exist. The theorem of finiteness in the classical block theory applies only to the convex block, and not to the non-convex. Based on the analysis of the system of spatial planes and the system of blocks, the operations of intersection and union between the half-spaces of surface planes are represented explicitly with two symbols. All the possible finite convex blocks can be analysed by enumeration at first. Then according to the theory of united blocks and the principles that the codes of fractures keep the same all the time, a complete combinatio...
A barrier function method based on the fmincon optimization function in MATLAB was used to determine...
In traditional block theory, the removability and stability of rock blocks are analyzed independentl...
This paper illustrates an approximate procedure for the evaluation of the damage induced on existing...
In rock engineering, block theory is a fundamental theory that aims to analyze the finiteness, remov...
A new block-classification method for tunnel construction using a tunnel-boring machine (TBM) to cap...
International audienceIsolated rock block methods have been widely used to evaluate the stability of...
In order for tunnel boring machines to efficiently cut or break rock, it is necessary that the block...
The jointed surrounding rock mass stability is of utmost importance to integral stability during the...
The rock masses are, by nature, discontinuous materials that contain many discontinuities such as fr...
This paper demonstrates the advantages of using stereographic projections in kinematic analysis of ...
The volume, centre of mass, and inertia properties of a block of rock are important physical charact...
The morphological visualization method is improved by introducing the separating axes method to the ...
The estimation of support requirements to stabilize underground structures is of prime importance fo...
Discontinuities in a rock mass can intersect an excavation surface to form discrete blocks (keyblock...
The process of crack propagation and tunnel failure is affected by the cross-sectional geometry of a...
A barrier function method based on the fmincon optimization function in MATLAB was used to determine...
In traditional block theory, the removability and stability of rock blocks are analyzed independentl...
This paper illustrates an approximate procedure for the evaluation of the damage induced on existing...
In rock engineering, block theory is a fundamental theory that aims to analyze the finiteness, remov...
A new block-classification method for tunnel construction using a tunnel-boring machine (TBM) to cap...
International audienceIsolated rock block methods have been widely used to evaluate the stability of...
In order for tunnel boring machines to efficiently cut or break rock, it is necessary that the block...
The jointed surrounding rock mass stability is of utmost importance to integral stability during the...
The rock masses are, by nature, discontinuous materials that contain many discontinuities such as fr...
This paper demonstrates the advantages of using stereographic projections in kinematic analysis of ...
The volume, centre of mass, and inertia properties of a block of rock are important physical charact...
The morphological visualization method is improved by introducing the separating axes method to the ...
The estimation of support requirements to stabilize underground structures is of prime importance fo...
Discontinuities in a rock mass can intersect an excavation surface to form discrete blocks (keyblock...
The process of crack propagation and tunnel failure is affected by the cross-sectional geometry of a...
A barrier function method based on the fmincon optimization function in MATLAB was used to determine...
In traditional block theory, the removability and stability of rock blocks are analyzed independentl...
This paper illustrates an approximate procedure for the evaluation of the damage induced on existing...