Stability analysis of the B & G sector for a projected ultimate pit slope design of the northwestern side of the Bingham pit was conducted using probabilistic Monte Carlo limiting equilibrium methods. Stepped path plane failure and simple wedge failure were examined at various scales for the entire slope which was projected to exceed 2000\u27 in height. Circular and irregular failure through intact material was examined for a portion of the upper part of the slope. All of the analysis was accomplished on a mainframe computer. As a consequence of the stability analysis, a more thorough investigation of methods delineating rock mass fracture domains was undertaken. This developed because requirements for the Monte Carlo limiting equilibrium m...
Probabilistic evaluation of slope failures is increasingly seen as the most appropriate framework fo...
Abstract: Slope instability in open pit mining environments present significant safety hazards. The ...
This is the first book to revisit geotechnical site characterization from a probabilistic point of v...
This paper presents a methodology whereby statistically representative fracture patterns can be used...
A method to estimate the localized probability of slope failure was developed for open pit slopes in...
A new methodology for probabilistic rock slope stability assessment was developed. This methodology ...
The stability of slopes directly affects human lives, the environment, and the economy. Inaccurate g...
The project is carried out with the intension to study the two-dimensional slope sliding and three-d...
This paper demonstrates how the use of fracture system modelling can be linked to limit equilibrium ...
Stability analysis of rock masses composed of small, discrete rock blocks that are in-place and inte...
Probabilistic analysis is widely used in slope stability assessment because of its capability to tak...
Master of Science in Environmental Science. University of KwaZulu-Natal, Durban 2016.Open pit mines ...
The stability of natural and man-made rock slopes has always been of great concern for engineering g...
Probabilistic analysis is a powerful method to quantify variability and uncertainty common to engine...
Uncertainty and randomness of data is a major Issue associated in geotechnical engineering. It is th...
Probabilistic evaluation of slope failures is increasingly seen as the most appropriate framework fo...
Abstract: Slope instability in open pit mining environments present significant safety hazards. The ...
This is the first book to revisit geotechnical site characterization from a probabilistic point of v...
This paper presents a methodology whereby statistically representative fracture patterns can be used...
A method to estimate the localized probability of slope failure was developed for open pit slopes in...
A new methodology for probabilistic rock slope stability assessment was developed. This methodology ...
The stability of slopes directly affects human lives, the environment, and the economy. Inaccurate g...
The project is carried out with the intension to study the two-dimensional slope sliding and three-d...
This paper demonstrates how the use of fracture system modelling can be linked to limit equilibrium ...
Stability analysis of rock masses composed of small, discrete rock blocks that are in-place and inte...
Probabilistic analysis is widely used in slope stability assessment because of its capability to tak...
Master of Science in Environmental Science. University of KwaZulu-Natal, Durban 2016.Open pit mines ...
The stability of natural and man-made rock slopes has always been of great concern for engineering g...
Probabilistic analysis is a powerful method to quantify variability and uncertainty common to engine...
Uncertainty and randomness of data is a major Issue associated in geotechnical engineering. It is th...
Probabilistic evaluation of slope failures is increasingly seen as the most appropriate framework fo...
Abstract: Slope instability in open pit mining environments present significant safety hazards. The ...
This is the first book to revisit geotechnical site characterization from a probabilistic point of v...