Influence of geomechanical analysis on the stability of ornamental rock slopes
The core of this research was the study of the stability of slopes in high and ultra-high benches, the analysis of the stresses and mechanical properties of the rocks and their influence on the geometry of the slopes. For this study, two fronts were selected from which the values of density and unia...
Ausführliche Beschreibung
Gespeichert in:
| Autor*in: |
Silva, Rafael Franco e [verfasserIn] |
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| Format: |
E-Artikel |
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| Sprache: |
Englisch |
| Erschienen: |
2022transfer abstract |
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| Schlagwörter: |
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| Übergeordnetes Werk: |
Enthalten in: Effect of - Chen, Rufen ELSEVIER, 2017, Amsterdam [u.a.] |
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| Übergeordnetes Werk: |
volume:116 ; year:2022 ; pages:0 |
| Links: |
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| DOI / URN: |
10.1016/j.jsames.2022.103859 |
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ELV058153640 |
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| 245 | 1 | 0 | |a Influence of geomechanical analysis on the stability of ornamental rock slopes |
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| 520 | |a The core of this research was the study of the stability of slopes in high and ultra-high benches, the analysis of the stresses and mechanical properties of the rocks and their influence on the geometry of the slopes. For this study, two fronts were selected from which the values of density and uniaxial compression were available. Both fronts were selected based on their operational experience, which allowed to analyze the stability values of slopes and stresses, so that 2 different analyzes could be performed to obtain their strength factor (SF). During the simulations, it was found that the quality of the rock had a greater influence on the results, as well as the height of the bench. It was found that at a height of 30 m there are no problems, but at a height of 50 m the values of SF are problematic, having a value of less than 1 at the top, at the intersection between the weathering mantle and the rock. | ||
| 520 | |a The core of this research was the study of the stability of slopes in high and ultra-high benches, the analysis of the stresses and mechanical properties of the rocks and their influence on the geometry of the slopes. For this study, two fronts were selected from which the values of density and uniaxial compression were available. Both fronts were selected based on their operational experience, which allowed to analyze the stability values of slopes and stresses, so that 2 different analyzes could be performed to obtain their strength factor (SF). During the simulations, it was found that the quality of the rock had a greater influence on the results, as well as the height of the bench. It was found that at a height of 30 m there are no problems, but at a height of 50 m the values of SF are problematic, having a value of less than 1 at the top, at the intersection between the weathering mantle and the rock. | ||
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| 700 | 1 | |a Lima, Robson Ribeiro |4 oth | |
| 700 | 1 | |a Silva, John Pereira da |4 oth | |
| 700 | 1 | |a Holanda, Cecilia Costa |4 oth | |
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10.1016/j.jsames.2022.103859 doi /cbs_pica/cbs_olc/import_discovery/elsevier/einzuspielen/GBV00000000001858.pica (DE-627)ELV058153640 (ELSEVIER)S0895-9811(22)00149-3 DE-627 ger DE-627 rakwb eng 540 570 VZ BIODIV DE-30 fid 35.00 bkl Silva, Rafael Franco e verfasserin aut Influence of geomechanical analysis on the stability of ornamental rock slopes 2022transfer abstract nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier The core of this research was the study of the stability of slopes in high and ultra-high benches, the analysis of the stresses and mechanical properties of the rocks and their influence on the geometry of the slopes. For this study, two fronts were selected from which the values of density and uniaxial compression were available. Both fronts were selected based on their operational experience, which allowed to analyze the stability values of slopes and stresses, so that 2 different analyzes could be performed to obtain their strength factor (SF). During the simulations, it was found that the quality of the rock had a greater influence on the results, as well as the height of the bench. It was found that at a height of 30 m there are no problems, but at a height of 50 m the values of SF are problematic, having a value of less than 1 at the top, at the intersection between the weathering mantle and the rock. The core of this research was the study of the stability of slopes in high and ultra-high benches, the analysis of the stresses and mechanical properties of the rocks and their influence on the geometry of the slopes. For this study, two fronts were selected from which the values of density and uniaxial compression were available. Both fronts were selected based on their operational experience, which allowed to analyze the stability values of slopes and stresses, so that 2 different analyzes could be performed to obtain their strength factor (SF). During the simulations, it was found that the quality of the rock had a greater influence on the results, as well as the height of the bench. It was found that at a height of 30 m there are no problems, but at a height of 50 m the values of SF are problematic, having a value of less than 1 at the top, at the intersection between the weathering mantle and the rock. Finite element method Elsevier Natural rock benches Elsevier Software simulation Elsevier Ultra high benches Elsevier Geotechnical analysis Elsevier Zingano, André Cezar oth Lima, Robson Ribeiro oth Silva, John Pereira da oth Holanda, Cecilia Costa oth Enthalten in Elsevier Science Chen, Rufen ELSEVIER Effect of 2017 Amsterdam [u.a.] (DE-627)ELV000582883 volume:116 year:2022 pages:0 https://doi.org/10.1016/j.jsames.2022.103859 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U FID-BIODIV SSG-OLC-PHA 35.00 Chemie: Allgemeines VZ AR 116 2022 0 |
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10.1016/j.jsames.2022.103859 doi /cbs_pica/cbs_olc/import_discovery/elsevier/einzuspielen/GBV00000000001858.pica (DE-627)ELV058153640 (ELSEVIER)S0895-9811(22)00149-3 DE-627 ger DE-627 rakwb eng 540 570 VZ BIODIV DE-30 fid 35.00 bkl Silva, Rafael Franco e verfasserin aut Influence of geomechanical analysis on the stability of ornamental rock slopes 2022transfer abstract nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier The core of this research was the study of the stability of slopes in high and ultra-high benches, the analysis of the stresses and mechanical properties of the rocks and their influence on the geometry of the slopes. For this study, two fronts were selected from which the values of density and uniaxial compression were available. Both fronts were selected based on their operational experience, which allowed to analyze the stability values of slopes and stresses, so that 2 different analyzes could be performed to obtain their strength factor (SF). During the simulations, it was found that the quality of the rock had a greater influence on the results, as well as the height of the bench. It was found that at a height of 30 m there are no problems, but at a height of 50 m the values of SF are problematic, having a value of less than 1 at the top, at the intersection between the weathering mantle and the rock. The core of this research was the study of the stability of slopes in high and ultra-high benches, the analysis of the stresses and mechanical properties of the rocks and their influence on the geometry of the slopes. For this study, two fronts were selected from which the values of density and uniaxial compression were available. Both fronts were selected based on their operational experience, which allowed to analyze the stability values of slopes and stresses, so that 2 different analyzes could be performed to obtain their strength factor (SF). During the simulations, it was found that the quality of the rock had a greater influence on the results, as well as the height of the bench. It was found that at a height of 30 m there are no problems, but at a height of 50 m the values of SF are problematic, having a value of less than 1 at the top, at the intersection between the weathering mantle and the rock. Finite element method Elsevier Natural rock benches Elsevier Software simulation Elsevier Ultra high benches Elsevier Geotechnical analysis Elsevier Zingano, André Cezar oth Lima, Robson Ribeiro oth Silva, John Pereira da oth Holanda, Cecilia Costa oth Enthalten in Elsevier Science Chen, Rufen ELSEVIER Effect of 2017 Amsterdam [u.a.] (DE-627)ELV000582883 volume:116 year:2022 pages:0 https://doi.org/10.1016/j.jsames.2022.103859 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U FID-BIODIV SSG-OLC-PHA 35.00 Chemie: Allgemeines VZ AR 116 2022 0 |
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10.1016/j.jsames.2022.103859 doi /cbs_pica/cbs_olc/import_discovery/elsevier/einzuspielen/GBV00000000001858.pica (DE-627)ELV058153640 (ELSEVIER)S0895-9811(22)00149-3 DE-627 ger DE-627 rakwb eng 540 570 VZ BIODIV DE-30 fid 35.00 bkl Silva, Rafael Franco e verfasserin aut Influence of geomechanical analysis on the stability of ornamental rock slopes 2022transfer abstract nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier The core of this research was the study of the stability of slopes in high and ultra-high benches, the analysis of the stresses and mechanical properties of the rocks and their influence on the geometry of the slopes. For this study, two fronts were selected from which the values of density and uniaxial compression were available. Both fronts were selected based on their operational experience, which allowed to analyze the stability values of slopes and stresses, so that 2 different analyzes could be performed to obtain their strength factor (SF). During the simulations, it was found that the quality of the rock had a greater influence on the results, as well as the height of the bench. It was found that at a height of 30 m there are no problems, but at a height of 50 m the values of SF are problematic, having a value of less than 1 at the top, at the intersection between the weathering mantle and the rock. The core of this research was the study of the stability of slopes in high and ultra-high benches, the analysis of the stresses and mechanical properties of the rocks and their influence on the geometry of the slopes. For this study, two fronts were selected from which the values of density and uniaxial compression were available. Both fronts were selected based on their operational experience, which allowed to analyze the stability values of slopes and stresses, so that 2 different analyzes could be performed to obtain their strength factor (SF). During the simulations, it was found that the quality of the rock had a greater influence on the results, as well as the height of the bench. It was found that at a height of 30 m there are no problems, but at a height of 50 m the values of SF are problematic, having a value of less than 1 at the top, at the intersection between the weathering mantle and the rock. Finite element method Elsevier Natural rock benches Elsevier Software simulation Elsevier Ultra high benches Elsevier Geotechnical analysis Elsevier Zingano, André Cezar oth Lima, Robson Ribeiro oth Silva, John Pereira da oth Holanda, Cecilia Costa oth Enthalten in Elsevier Science Chen, Rufen ELSEVIER Effect of 2017 Amsterdam [u.a.] (DE-627)ELV000582883 volume:116 year:2022 pages:0 https://doi.org/10.1016/j.jsames.2022.103859 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U FID-BIODIV SSG-OLC-PHA 35.00 Chemie: Allgemeines VZ AR 116 2022 0 |
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10.1016/j.jsames.2022.103859 doi /cbs_pica/cbs_olc/import_discovery/elsevier/einzuspielen/GBV00000000001858.pica (DE-627)ELV058153640 (ELSEVIER)S0895-9811(22)00149-3 DE-627 ger DE-627 rakwb eng 540 570 VZ BIODIV DE-30 fid 35.00 bkl Silva, Rafael Franco e verfasserin aut Influence of geomechanical analysis on the stability of ornamental rock slopes 2022transfer abstract nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier The core of this research was the study of the stability of slopes in high and ultra-high benches, the analysis of the stresses and mechanical properties of the rocks and their influence on the geometry of the slopes. For this study, two fronts were selected from which the values of density and uniaxial compression were available. Both fronts were selected based on their operational experience, which allowed to analyze the stability values of slopes and stresses, so that 2 different analyzes could be performed to obtain their strength factor (SF). During the simulations, it was found that the quality of the rock had a greater influence on the results, as well as the height of the bench. It was found that at a height of 30 m there are no problems, but at a height of 50 m the values of SF are problematic, having a value of less than 1 at the top, at the intersection between the weathering mantle and the rock. The core of this research was the study of the stability of slopes in high and ultra-high benches, the analysis of the stresses and mechanical properties of the rocks and their influence on the geometry of the slopes. For this study, two fronts were selected from which the values of density and uniaxial compression were available. Both fronts were selected based on their operational experience, which allowed to analyze the stability values of slopes and stresses, so that 2 different analyzes could be performed to obtain their strength factor (SF). During the simulations, it was found that the quality of the rock had a greater influence on the results, as well as the height of the bench. It was found that at a height of 30 m there are no problems, but at a height of 50 m the values of SF are problematic, having a value of less than 1 at the top, at the intersection between the weathering mantle and the rock. Finite element method Elsevier Natural rock benches Elsevier Software simulation Elsevier Ultra high benches Elsevier Geotechnical analysis Elsevier Zingano, André Cezar oth Lima, Robson Ribeiro oth Silva, John Pereira da oth Holanda, Cecilia Costa oth Enthalten in Elsevier Science Chen, Rufen ELSEVIER Effect of 2017 Amsterdam [u.a.] (DE-627)ELV000582883 volume:116 year:2022 pages:0 https://doi.org/10.1016/j.jsames.2022.103859 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U FID-BIODIV SSG-OLC-PHA 35.00 Chemie: Allgemeines VZ AR 116 2022 0 |
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10.1016/j.jsames.2022.103859 doi /cbs_pica/cbs_olc/import_discovery/elsevier/einzuspielen/GBV00000000001858.pica (DE-627)ELV058153640 (ELSEVIER)S0895-9811(22)00149-3 DE-627 ger DE-627 rakwb eng 540 570 VZ BIODIV DE-30 fid 35.00 bkl Silva, Rafael Franco e verfasserin aut Influence of geomechanical analysis on the stability of ornamental rock slopes 2022transfer abstract nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier The core of this research was the study of the stability of slopes in high and ultra-high benches, the analysis of the stresses and mechanical properties of the rocks and their influence on the geometry of the slopes. For this study, two fronts were selected from which the values of density and uniaxial compression were available. Both fronts were selected based on their operational experience, which allowed to analyze the stability values of slopes and stresses, so that 2 different analyzes could be performed to obtain their strength factor (SF). During the simulations, it was found that the quality of the rock had a greater influence on the results, as well as the height of the bench. It was found that at a height of 30 m there are no problems, but at a height of 50 m the values of SF are problematic, having a value of less than 1 at the top, at the intersection between the weathering mantle and the rock. The core of this research was the study of the stability of slopes in high and ultra-high benches, the analysis of the stresses and mechanical properties of the rocks and their influence on the geometry of the slopes. For this study, two fronts were selected from which the values of density and uniaxial compression were available. Both fronts were selected based on their operational experience, which allowed to analyze the stability values of slopes and stresses, so that 2 different analyzes could be performed to obtain their strength factor (SF). During the simulations, it was found that the quality of the rock had a greater influence on the results, as well as the height of the bench. It was found that at a height of 30 m there are no problems, but at a height of 50 m the values of SF are problematic, having a value of less than 1 at the top, at the intersection between the weathering mantle and the rock. Finite element method Elsevier Natural rock benches Elsevier Software simulation Elsevier Ultra high benches Elsevier Geotechnical analysis Elsevier Zingano, André Cezar oth Lima, Robson Ribeiro oth Silva, John Pereira da oth Holanda, Cecilia Costa oth Enthalten in Elsevier Science Chen, Rufen ELSEVIER Effect of 2017 Amsterdam [u.a.] (DE-627)ELV000582883 volume:116 year:2022 pages:0 https://doi.org/10.1016/j.jsames.2022.103859 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U FID-BIODIV SSG-OLC-PHA 35.00 Chemie: Allgemeines VZ AR 116 2022 0 |
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Silva, Rafael Franco e |
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Silva, Rafael Franco e ddc 540 fid BIODIV bkl 35.00 Elsevier Finite element method Elsevier Natural rock benches Elsevier Software simulation Elsevier Ultra high benches Elsevier Geotechnical analysis Influence of geomechanical analysis on the stability of ornamental rock slopes |
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540 570 VZ BIODIV DE-30 fid 35.00 bkl Influence of geomechanical analysis on the stability of ornamental rock slopes Finite element method Elsevier Natural rock benches Elsevier Software simulation Elsevier Ultra high benches Elsevier Geotechnical analysis Elsevier |
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influence of geomechanical analysis on the stability of ornamental rock slopes |
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Influence of geomechanical analysis on the stability of ornamental rock slopes |
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The core of this research was the study of the stability of slopes in high and ultra-high benches, the analysis of the stresses and mechanical properties of the rocks and their influence on the geometry of the slopes. For this study, two fronts were selected from which the values of density and uniaxial compression were available. Both fronts were selected based on their operational experience, which allowed to analyze the stability values of slopes and stresses, so that 2 different analyzes could be performed to obtain their strength factor (SF). During the simulations, it was found that the quality of the rock had a greater influence on the results, as well as the height of the bench. It was found that at a height of 30 m there are no problems, but at a height of 50 m the values of SF are problematic, having a value of less than 1 at the top, at the intersection between the weathering mantle and the rock. |
| abstractGer |
The core of this research was the study of the stability of slopes in high and ultra-high benches, the analysis of the stresses and mechanical properties of the rocks and their influence on the geometry of the slopes. For this study, two fronts were selected from which the values of density and uniaxial compression were available. Both fronts were selected based on their operational experience, which allowed to analyze the stability values of slopes and stresses, so that 2 different analyzes could be performed to obtain their strength factor (SF). During the simulations, it was found that the quality of the rock had a greater influence on the results, as well as the height of the bench. It was found that at a height of 30 m there are no problems, but at a height of 50 m the values of SF are problematic, having a value of less than 1 at the top, at the intersection between the weathering mantle and the rock. |
| abstract_unstemmed |
The core of this research was the study of the stability of slopes in high and ultra-high benches, the analysis of the stresses and mechanical properties of the rocks and their influence on the geometry of the slopes. For this study, two fronts were selected from which the values of density and uniaxial compression were available. Both fronts were selected based on their operational experience, which allowed to analyze the stability values of slopes and stresses, so that 2 different analyzes could be performed to obtain their strength factor (SF). During the simulations, it was found that the quality of the rock had a greater influence on the results, as well as the height of the bench. It was found that at a height of 30 m there are no problems, but at a height of 50 m the values of SF are problematic, having a value of less than 1 at the top, at the intersection between the weathering mantle and the rock. |
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Influence of geomechanical analysis on the stability of ornamental rock slopes |
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Zingano, André Cezar Lima, Robson Ribeiro Silva, John Pereira da Holanda, Cecilia Costa |
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