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| DOI | 10.1016/J.IJRMMS.2022.105124 | ||||
| Año | 2022 | ||||
| Tipo | artículo de investigación |
Citas Totales
Autores Afiliación Chile
Instituciones Chile
% Participación
Internacional
Autores
Afiliación Extranjera
Instituciones
Extranjeras
In underground mining, rock mass stress is commonly modeled as a continuum. However, in block cave mining discrete modelling should be used to properly represent the stress over the extraction level in the broken column where there are high rock columns of large rock fragments. Unfortunately, we lack methods that use discrete modelling of stress in the broken column at block caving scale. In this work, we propose a vertical stress model of granular material to simulate static and dynamic flow conditions. The model is developed within a gravity flow simulator based on cellular automata to simulate the scale of the problem and flow conditions. The vertical stress model proposed is calibrated through four experimental models for the static condition. Then, based on the results from experimental testing, the dynamic condition is calibrated and compared with different flow scenarios. The results show that the proposed model can correctly simulate the vertical stresses in static conditions as well as dynamic conditions under the different flow setups tested. This vertical stress model with its flow simulator based on cellular automata has the potential to be applied at block caving scale once calibration parameters are defined.
| Ord. | Autor | Género | Institución - País |
|---|---|---|---|
| 1 | GOMEZ-PUIGPINOS, RENE ESTEBAN | Hombre |
Universidad de Concepción - Chile
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| 2 | CASTRO-LOPEZ, RICARDO ADOLFO | Hombre |
Universidad de Chile - Chile
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| 2 | Castro, Raill | - |
Universidad de Chile - Chile
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| Fuente |
|---|
| CONICYT |
| PIA |
| Comisión Nacional de Investigación Científica y Tecnológica |
| CONICYT/PIA Project |
| Vicerrectoría de Investigación y Desarrollo of the Universidad de Concepción VRID NO2200.095.090-INI |
| Vicerrector?a de Investigaci?n y Desarrollo of the Universidad de Concepci?n VRID NO2200.095.090-INI |
| Agradecimiento |
|---|
| The vertical forces in the model are the weight components (by gravity) and the shear components (by friction). The shear components support part of the individual cell's weight. Here, we simplified the weight transmission introducing a buoyant parameter, E, that represents the weight fraction of a cell that is distributed to lower cells. Then, 1 – E is the cell's weight fraction that is supported by friction. The cell's weight distributed to lower cells is represented by Eq. (1) . (1) |
| Raul Castro reports financial support was provided by Comisi?n Nacional de Investigaci?n Cient?fica y Tecnol?gica. Rene Gomez reports financial support was provided by Comisi?n Nacional de Investigaci?n Cient?fica y Tecnol?gica.This work was funded by the CONICYT PFCHA/DOCTORADO BECAS CHILE/2018?21180046 and by the Vicerrector?a de Investigaci?n y Desarrollo of the Universidad de Concepci?n VRID NO2200.095.090-INI. This paper/work was partially funded by the CONICYT/PIA Project AFB180004. Authors thank Diane Greenstein for her support in editing. |
| The vertical forces in the model are the weight components (by gravity) and the shear components (by friction). The shear components support part of the individual cell's weight. Here, we simplified the weight transmission introducing a buoyant parameter, E, that represents the weight fraction of a cell that is distributed to lower cells. Then, 1 – E is the cell's weight fraction that is supported by friction. The cell's weight distributed to lower cells is represented by Eq. (1) . (1) |
| This work was funded by the CONICYT PFCHA/DOCTORADO BECAS CHILE/2018-21180046 and by the Vicerrectoria de Inves-tigacio?n y Desarrollo of the Universidad de Concepcio?n VRID NO2200.095.090-INI. This paper/work was partially funded by the CONICYT/PIA Project AFB180004. Authors thank Diane Greenstein for her support in editing. |