The excavation disturbed zone (EDZ) at Kiirunavaara mine, Sweden—by seismic measurements
The presence of an excavation disturbed zone (EDZ) around an excavation boundary can significantly affect the overall performance of the excavation and the general safety of men and equipment. Hence, it has been an important subject of research in various rock excavation projects. The EDZ is general...
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| Published in | Journal of applied geophysics Vol. 61; no. 1; pp. 1 - 15 |
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| Main Authors | , , , |
| Format | Journal Article |
| Language | English |
| Published |
Elsevier B.V
2007
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| Subjects | |
| Online Access | Get full text |
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| Abstract | The presence of an excavation disturbed zone (EDZ) around an excavation boundary can significantly affect the overall performance of the excavation and the general safety of men and equipment. Hence, it has been an important subject of research in various rock excavation projects. The EDZ is generally defined as the rock zone beyond the excavation boundary where the physical, mechanical and hydraulic properties of the rock have been significantly affected due to the excavation and redistribution of stresses. For LKAB's Kiirunavaara underground iron ore mine in Sweden, the understanding of the EDZ is essential for optimal design of rock support. With this main objective an EDZ investigation was conducted at the mine using seismic measurement techniques. Cross-hole seismics and spectral analyses of surfaces waves (SASW) were the main techniques used. Borehole Image Processing Systems (BIPS) complemented the seismic measurements. The results show that an EDZ with a thickness of 0.5–1. 0 m existed behind the boundaries of the mining drifts being investigated. The magnitude of the Young's modulus of this zone was 50% to 90% of that of the undisturbed rock. |
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| AbstractList | The presence of an excavation disturbed zone (EDZ) around an excavation boundary can significantly affect the overall performance of the excavation and the general safety of men and equipment. Hence, it has been an important subject of research in various rock excavation projects. The EDZ is generally defined as the rock zone beyond the excavation boundary where the physical, mechanical and hydraulic properties of the rock have been significantly affected due to the excavation and redistribution of stresses. For LKAB's Kiirunavaara underground iron ore mine in Sweden, the understanding of the EDZ is essential for optimal design of rock support. With this main objective an EDZ investigation was conducted at the mine using seismic measurement techniques. Cross-hole seismics and spectral analyses of surfaces waves (SASW) were the main techniques used. Borehole Image Processing Systems (BIPS) complemented the seismic measurements. The results show that an EDZ with a thickness of 0.5–1. 0 m existed behind the boundaries of the mining drifts being investigated. The magnitude of the Young's modulus of this zone was 50% to 90% of that of the undisturbed rock. The presence of an excavation disturbed zone (EDZ) around an excavation boundary can significantly affect the overall performance of the excavation and the general safety of men and equipment. Hence, it has been an important subject of research in various rock excavation projects. The EDZ is generally defined as the rock zone beyond the excavation boundary where the physical, mechanical and hydraulic properties of the rock have been significantly affected due to the excavation and redistribution of stresses. For LKAB's Kiirunavaara underground iron ore mine in Sweden, the understanding of the EDZ is essential for optimal design of rock support. With this main objective an EDZ investigation was conducted at the mine using seismic measurement techniques. Cross-hole seismics and spectral analyses of surfaces waves (SASW) were the main techniques used. Borehole Image Processing Systems (BIPS) complemented the seismic measurements. The results show that an EDZ with a thickness of 0.5–1. 0 m existed behind the boundaries of the mining drifts being investigated. The magnitude of the Young's modulus of this zone was 50% to 90% of that of the undisturbed rock. The presence of an excavation disturbed zone (EDZ) around an excavation boundary can significantly affect the overall performance of the excavation and the general safety of men and equipment. Hence, it has been an important subject of research in various rock excavation projects. The EDZ is generally defined as the rock zone beyond the excavation boundary where the physical, mechanical and hydraulic properties of the rock have been significantly affected due to the excavation and redistribution of stresses. For LKAB's Kiirunavaara underground iron ore mine in Sweden, the understanding of the EDZ is essential for optimal design of rock support. With this main objective an EDZ investigation was conducted at the mine using seismic measurement techniques. Cross-hole seismics and spectral analyses of surfaces waves (SASW) were the main techniques used. Borehole Image Processing Systems (BIDS) complemented the seismic measurements. The results show that an EDZ with a thickness of 0.5-1.0 m existed behind the boundaries of the mining drifts being investigated. The magnitude of the Young's modulus of this zone was 50% to 90% of that of the undisturbed rock. |
| Author | Töyrä, J. Saiang, D. Bodare, A. Malmgren, L. |
| Author_xml | – sequence: 1 givenname: L. surname: Malmgren fullname: Malmgren, L. email: lars.malmgren@lkab.com organization: LKAB R&D Department, Sweden – sequence: 2 givenname: D. surname: Saiang fullname: Saiang, D. organization: Division of Mining and Geotechnical Engineering-Rock Mechanics and Rock Engineering, Luleå University of Technology, Sweden – sequence: 3 givenname: J. surname: Töyrä fullname: Töyrä, J. organization: Division of Mining and Geotechnical Engineering-Rock Mechanics and Rock Engineering, Luleå University of Technology, Sweden – sequence: 4 givenname: A. surname: Bodare fullname: Bodare, A. organization: Division of Soil and Rock Mechanics, Royal Institute of Technology, Stockholm, Sweden |
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| Cites_doi | 10.1016/S0013-7952(99)00136-2 10.1016/j.jappgeo.2004.09.003 10.1016/S1365-1609(01)00068-5 10.1016/S0926-9851(00)00014-8 10.1007/PL00001250 10.1016/0148-9062(93)90042-C 10.1016/j.ijrmms.2004.08.003 10.1016/S1365-1609(01)00051-X 10.1016/j.ijrmms.2004.09.010 10.1016/j.tust.2004.05.002 10.1016/S1365-1609(97)90200-8 10.1016/j.ijrmms.2004.06.002 |
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| Keywords | Seismic measurements Phase velocity Young's modulus Cross-hole seismics Borehole image processing system (BIPS) Excavation disturbed zone (EDZ) Spectral analyses of surfaces waves (SASW) |
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| Snippet | The presence of an excavation disturbed zone (EDZ) around an excavation boundary can significantly affect the overall performance of the excavation and the... |
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| SubjectTerms | borehole image processing system (BIDS) Borehole image processing system (BIPS) Civil engineering and architecture Cross-hole seismics Excavation disturbed zone (EDZ) Gruv- och Berganläggningsteknik Mining and Rock Engineering Phase velocity Samhällsbyggnadsteknik och arkitektur Seismic measurements Spectral analyses of surfaces waves (SASW) TECHNOLOGY TEKNIKVETENSKAP Young's modulus |
| Title | The excavation disturbed zone (EDZ) at Kiirunavaara mine, Sweden—by seismic measurements |
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