C.H. Liu, M.B. Jaksa and A.G. Meyershttp://www.elsevier.com/wps/find/journaldescription.cws_home/256/description#descriptio
In this paper, the material point strength reduction method is used to investigate the stability of ...
Block toppling failure of fractured rock slopes is simulated by means of physical modelling. The inv...
The stability and kinematics of rock slopes are widely considered to be functions of lithological, s...
It is faulty to analyze the jointed rock slopes’ stability susceptible to a combination of modes of ...
ABSTRACT The question of how to predict the catastrophic failure of a slowly deforming rock mass, ...
A solution is developed, based on a limit equilibrium approach, for analysing the toppling stability...
Block-flexure is the most common mode of toppling failure in natural and excavated rock slopes. In s...
A common block toppling mode is adopted for analysing toppling stability of rock slopes. A transfer ...
Toppling failure is one of the most common failure types in the field. It always occurs in rock mass...
Different types of rock slides and toppling failure modes can occur in rock slope. Structural geolog...
In addition to the kinematic analysis, slope stability assessment in terms of Factor of Safety (FOS)...
Flexural toppling is typically observed in anti-dip bedding rock slopes with a set of steeply dippin...
Toppling and hillside creep in layered rocks share the characteristics of rotation of layers under g...
Two rock topples with the opposite dip direction, observed in the Ribangliangzi hill and facing the ...
The stability of high rock slopes is controlled by many geological factors including the orientation...
In this paper, the material point strength reduction method is used to investigate the stability of ...
Block toppling failure of fractured rock slopes is simulated by means of physical modelling. The inv...
The stability and kinematics of rock slopes are widely considered to be functions of lithological, s...
It is faulty to analyze the jointed rock slopes’ stability susceptible to a combination of modes of ...
ABSTRACT The question of how to predict the catastrophic failure of a slowly deforming rock mass, ...
A solution is developed, based on a limit equilibrium approach, for analysing the toppling stability...
Block-flexure is the most common mode of toppling failure in natural and excavated rock slopes. In s...
A common block toppling mode is adopted for analysing toppling stability of rock slopes. A transfer ...
Toppling failure is one of the most common failure types in the field. It always occurs in rock mass...
Different types of rock slides and toppling failure modes can occur in rock slope. Structural geolog...
In addition to the kinematic analysis, slope stability assessment in terms of Factor of Safety (FOS)...
Flexural toppling is typically observed in anti-dip bedding rock slopes with a set of steeply dippin...
Toppling and hillside creep in layered rocks share the characteristics of rotation of layers under g...
Two rock topples with the opposite dip direction, observed in the Ribangliangzi hill and facing the ...
The stability of high rock slopes is controlled by many geological factors including the orientation...
In this paper, the material point strength reduction method is used to investigate the stability of ...
Block toppling failure of fractured rock slopes is simulated by means of physical modelling. The inv...
The stability and kinematics of rock slopes are widely considered to be functions of lithological, s...
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