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Wyświetlanie 1-4 z 4
Tytuł:
Unplanned dilution prediction in open stope mining: developing new design charts using Artificial Neural Network classifier
Autorzy:
Korigov, Sultan
Adoko, Amoussou Coffi
Sengani, Fhatuwani
Powiązania:
https://bibliotekanauki.pl/articles/2201390.pdf
Data publikacji:
2022
Wydawca:
Główny Instytut Górnictwa
Tematy:
open stope
dilution graph
stope overbreak
neural network classifier
system otwartych komór
klasyfikator sieci neuronowej
Opis:
Minimizing dilution is essential in open stope mine design as excessive unplanned dilution can compromise the operation's profitability. One of the main challenges associated with the empirical dilution graph method used to design open stopes is how to determine the boundary of the dilution zones objectively. Hence, this paper explores the implementation of machine learning classifiers to bridge this gap in the conventional dilution graph method. Stope performance data consisting of the stope dilution (unplanned dilution), the modified stability number, and the hydraulic radius were compiled from a mine located in Kazakhstan. First, the conventional dilution graph methods were used to assess the dilution. Next, a Feed-Forward Neural Network (FFNN) classifier was implemented to predict each level of dilution. Overall, the FFNN results indicated that 97% of the stope surfaces were correctly classified, indicating an excellent classification performance, while the conventional dilution graph method did not show a good performance. In addition, the outputs of the FFNN were used to plot new dilution graphs with a probabilistic interpretation illustrating its practicability. It was concluded that the FFNN-based classifier could be a useful tool for open stope design in underground mines.
Źródło:
Journal of Sustainable Mining; 2022, 21, 2; 157--168
2300-1364
2300-3960
Pojawia się w:
Journal of Sustainable Mining
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Investigating the causes of stope instability at Golden Valley Mine
Autorzy:
Sabao, Ashley Ruvimbo
Munemo, Prosper
Kolapo, Peter
Powiązania:
https://bibliotekanauki.pl/articles/2201392.pdf
Data publikacji:
2022
Wydawca:
Główny Instytut Górnictwa
Tematy:
stability
flooding
stope
safety factor
stateczność
zalewanie
stop
współczynnik bezpieczeństwa
Opis:
The study is based on mining operations that are concentrated in a ground exposed to flooding with varying stope dimensions. Stope stability was assessed in the four stopes, which resembled the mine’s different ground conditions using the stability graph complemented by the equivalent linear over break slough (ELOS) stability approach. The stability graph showed that the stopes in rock masses exposed to flooding fell in the potentially unstable and caving zones whereas the ones that were not affected by flooding fell in the stable zones. The ELOS approach showed that mining the previously flooded rock masses resulted in high over-breaks in the stopes despite them having smaller hydraulic radii. Therefore, it was deduced that although stope extension plays a part in the over-breaks experienced in different stopes, it is not the main cause of the overall stope instability. The results confirm the supposition that over-break is largely controlled by pore pressure than it is by blast induced stresses. Continuous implementation of the old support systems was no longer compatible with the state of the ground conditions. Hence, the mine should implement 6 × 8 m pillars, which have an acceptable factor of safety against failure.
Źródło:
Journal of Sustainable Mining; 2022, 21, 2; 128--140
2300-1364
2300-3960
Pojawia się w:
Journal of Sustainable Mining
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Predicting the stability of open stopes using Machine Learning
Autorzy:
Szmigiel, Alicja
Apel, Derek B.
Powiązania:
https://bibliotekanauki.pl/articles/2201415.pdf
Data publikacji:
2022
Wydawca:
Główny Instytut Górnictwa
Tematy:
open stope
machine learning
logistic regression
random forest
system otwartych komór
uczenie maszynowe
regresja logistyczna
las losowy
Opis:
The Mathews stability graph method was presented for the first time in 1980. This method was developed to assess the stability of open stopes in different underground conditions, and it has an impact on evaluating the safety of underground excavations. With the development of technology and growing experience in applying computer sciences in various research disciplines, mining engineering could significantly benefit by using Machine Learning. Applying those ML algorithms to predict the stability of open stopes in underground excavations is a new approach that could replace the original graph method and should be investigated. In this research, a Potvin database that consisted of 176 historical case studies was passed to the two most popular Machine Learning algorithms: Logistic Regression and Random Forest, to compare their predicting capabilities. The results obtained showed that those algorithms can indicate the stability of underground openings, especially Random Forest, which, in examined data, performed slightly better than Logistic Regression.
Źródło:
Journal of Sustainable Mining; 2022, 21, 3; 241--248
2300-1364
2300-3960
Pojawia się w:
Journal of Sustainable Mining
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Quantifying the influence of variations in rock mass properties on stope stability
Autorzy:
Shnorhokian, Shahé
Mitri, Hani
Powiązania:
https://bibliotekanauki.pl/articles/2201418.pdf
Data publikacji:
2022
Wydawca:
Główny Instytut Górnictwa
Tematy:
stope stability
rock mass variations
numerical modelling
footwall stability
volumetric analysis
brittle shear ratio
stabilność przodka
drgania górotworu
modelowanie numeryczne
stateczność spągu
analiza objętościowa
współczynnik ścinania kruchego
Opis:
Variations in rock mass properties are well-established in rock mechanics and underground mining. The literature is replete with methods of assessing them and determining values that are used in design or numerical analysis. In this paper, a simplified 3D model is constructed for a tabular orebody in the Canadian Shield and instability is quantified using the ”brittle shear ratio” criterion to calculate the volume at risk. A 1-4-7 stope pillar sequence is implemented on four active levels, and three variations in the properties of the host formation are assessed. It is observed that the locations of ore at risk follow the formations of stope pillars and are then transferred to the sill pillars above and below. Instability in the footwall and the hanging wall is observed to be lesser in volume but remains persistent. With the allocation of weak properties to the host rock, at-risk volumes increase in the orebody, footwall, and hanging wall, and the reverse trend occurs with strong greenstone properties. It is concluded that the stress increase in the orebody is due to transfers from the weaker host rock, while that in the greenstone formation is due to the use of a lower compressive strength value.
Źródło:
Journal of Sustainable Mining; 2022, 21, 4; 334--345
2300-1364
2300-3960
Pojawia się w:
Journal of Sustainable Mining
Dostawca treści:
Biblioteka Nauki
Artykuł
    Wyświetlanie 1-4 z 4

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