Earthquake effects are commonly considered in the stability analysis of rock slopes and other earth structures. The standard approach is often based on the conventional limit equilibrium method using equivalent Mohr–Coulomb strength parameters (c and phi) in a slip circle slope stability analysis. The purpose of this paper is to apply the finite element upper and lower bound techniques to this problem with the aim of providing seismic stability charts for rock slopes. Within the limit analysis framework, the pseudo-static method is employed by assuming a range of the seismic coefficients. Based on the latest version of Hoek–Brown failure criterion, seismic rock slope stability charts have been produced. These chart solutions bound the true ...
Ensuring the stability of slopes is always a challenging problem for geotechnical engineers. Be the ...
This paper uses numerical finite element upper and lower bound limit analysis to produce stability c...
The rock slopes with tunnels appear widely in the actual project, but there is no executable basis f...
Current investigations have shown that earthquakes can trigger significant damages of equipment, inf...
This paper uses numerical limit analysis to produce stability charts for rock slopes. These charts h...
For general stability analysis of rock slopes, rock mass strength and rock mass disturbance are defi...
This paper presents a set of stability charts for the stability assessment of rock slopes that satis...
The stability analysis of landslides is important because they are major geological hazards in many ...
In the strict framework of limit analysis, an analytical approach is derived to obtain the upper bou...
Slope stability is one of the most important topics of engineering geology with a background of more...
This paper adopts the kinematic theorem of limit analysis to assess the seismic stability of a two-s...
The stability of rock slope is studied using the kinematic approach of yield design theory, under th...
Stability charts for soil slopes, first produced in the first half of the twentieth century, continu...
To obviate the complicated calculation of progressive failure to stress-strain approach and the inac...
Limit analysis uses the lower and upper bound theorems of plasticity theory to find the rigorous low...
Ensuring the stability of slopes is always a challenging problem for geotechnical engineers. Be the ...
This paper uses numerical finite element upper and lower bound limit analysis to produce stability c...
The rock slopes with tunnels appear widely in the actual project, but there is no executable basis f...
Current investigations have shown that earthquakes can trigger significant damages of equipment, inf...
This paper uses numerical limit analysis to produce stability charts for rock slopes. These charts h...
For general stability analysis of rock slopes, rock mass strength and rock mass disturbance are defi...
This paper presents a set of stability charts for the stability assessment of rock slopes that satis...
The stability analysis of landslides is important because they are major geological hazards in many ...
In the strict framework of limit analysis, an analytical approach is derived to obtain the upper bou...
Slope stability is one of the most important topics of engineering geology with a background of more...
This paper adopts the kinematic theorem of limit analysis to assess the seismic stability of a two-s...
The stability of rock slope is studied using the kinematic approach of yield design theory, under th...
Stability charts for soil slopes, first produced in the first half of the twentieth century, continu...
To obviate the complicated calculation of progressive failure to stress-strain approach and the inac...
Limit analysis uses the lower and upper bound theorems of plasticity theory to find the rigorous low...
Ensuring the stability of slopes is always a challenging problem for geotechnical engineers. Be the ...
This paper uses numerical finite element upper and lower bound limit analysis to produce stability c...
The rock slopes with tunnels appear widely in the actual project, but there is no executable basis f...