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Determination of In situ Deformation Modulus for Cemented Rockfill
As part of safety and stability studies at three underground mines in the United States, researchers installed earth pressure cells and embedment strain gauges in cemented rockfill to measure stress and strain changes as mining progressed and the rockfill was loaded. Data from these instruments were used to calculate the in situ modulus of the rockfill for two of the mines. A three-dimensional numerical model of a cemented rockfill cap was validated with data from extensometers anchored in the mine roof and sill; this model was then used to estimate deformation modulus at the third mine because the earth pressure cells and embedment strain gauges recorded negligible changes.
Determination of In situ Deformation Modulus for Cemented Rockfill
As part of safety and stability studies at three underground mines in the United States, researchers installed earth pressure cells and embedment strain gauges in cemented rockfill to measure stress and strain changes as mining progressed and the rockfill was loaded. Data from these instruments were used to calculate the in situ modulus of the rockfill for two of the mines. A three-dimensional numerical model of a cemented rockfill cap was validated with data from extensometers anchored in the mine roof and sill; this model was then used to estimate deformation modulus at the third mine because the earth pressure cells and embedment strain gauges recorded negligible changes.
Determination of In situ Deformation Modulus for Cemented Rockfill
D. R. Tesarik (author) / J. B. Seymour (author) / F. M. Jones (author)
2008
12 pages
Report
No indication
English
Soil & Rock Mechanics , Mineral Industries , Underground mining , Backfills , Rock mechanics , Cements , Numerical analysis , Mathematical models , Laboratories , In situ , Rockfill deformation modulus , Deformation modulus values , Backfill mixes , Turquoise Ridge Mine , Buick Mine , Cannon Mine , B-North Ore Body , Backfill instruments
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