Probabilistic analysis is widely used in slope stability assessment because of its capability to take into account uncertainties associated with geotechnical parameters. There are, however, still many unresolved practical issues to the application of the method. One of these issues is the integration of assessments when multiple sets of fractures are considered for the entire slope. In the present study, this issue is addressed within the framework of Monte Carlo simulation. Probability of failure for pairs of fracture sets are assessed independently and the final assessment of the probability of failure for the entire slope is done using conditional probabilities. Prominent Hill open pit, in particular, the problematic fresh Bulldog shale ...
Slope stability analyses are largely carried out by deterministic methods and evaluated through a si...
The basic aim of this study is to formulate a probabilistic method by which sources of uncertainties...
This is the first book to revisit geotechnical site characterization from a probabilistic point of v...
Uncertainty and randomness of data is a major Issue associated in geotechnical engineering. It is th...
A probabilistic approach to slope stability is used in this thesis to evaluate the uncertainties in ...
The stability of slopes directly affects human lives, the environment, and the economy. Inaccurate g...
A method to estimate the localized probability of slope failure was developed for open pit slopes in...
Slope stability is one of the geotechnical subject most dominated by uncertainty. The current practi...
Probabilistic analysis is a powerful method to quantify variability and uncertainty common to engine...
Probabilistic slope stability analyses are often preferable to deterministic methods when soils are ...
Probabilistic slope stability analyses are becoming more and more popular to evaluate the safety lev...
Probabilistic evaluation of slope failures is increasingly seen as the most appropriate framework fo...
Stability analysis of the B & G sector for a projected ultimate pit slope design of the northwestern...
A new methodology for probabilistic rock slope stability assessment was developed. This methodology ...
Abstract A probabilistic approach that is based on Monte Carlo simulation (MCS) was developed in th...
Slope stability analyses are largely carried out by deterministic methods and evaluated through a si...
The basic aim of this study is to formulate a probabilistic method by which sources of uncertainties...
This is the first book to revisit geotechnical site characterization from a probabilistic point of v...
Uncertainty and randomness of data is a major Issue associated in geotechnical engineering. It is th...
A probabilistic approach to slope stability is used in this thesis to evaluate the uncertainties in ...
The stability of slopes directly affects human lives, the environment, and the economy. Inaccurate g...
A method to estimate the localized probability of slope failure was developed for open pit slopes in...
Slope stability is one of the geotechnical subject most dominated by uncertainty. The current practi...
Probabilistic analysis is a powerful method to quantify variability and uncertainty common to engine...
Probabilistic slope stability analyses are often preferable to deterministic methods when soils are ...
Probabilistic slope stability analyses are becoming more and more popular to evaluate the safety lev...
Probabilistic evaluation of slope failures is increasingly seen as the most appropriate framework fo...
Stability analysis of the B & G sector for a projected ultimate pit slope design of the northwestern...
A new methodology for probabilistic rock slope stability assessment was developed. This methodology ...
Abstract A probabilistic approach that is based on Monte Carlo simulation (MCS) was developed in th...
Slope stability analyses are largely carried out by deterministic methods and evaluated through a si...
The basic aim of this study is to formulate a probabilistic method by which sources of uncertainties...
This is the first book to revisit geotechnical site characterization from a probabilistic point of v...