Marklund i and hustrulid w 1995 large scale underground mining new equipment and a better underground environment result of rese

Marklund, I., and Hustrulid, W. (1995), Large-scale underground mining, new equipment and a better underground environment result of research and development at LKAB, Sweden, Institution of Mining and Metallurgy, V104, pp A164-A168. September- December. large scale mining equipment. Large-scale underground mining, new equipment and a better

Marklund i and hustrulid w 1995 largescale underground mining new equipment and a better underground environment result of research and development at lkab sweden institution of mining and metallurgy v104 pp a164a168 september december. Rock

The efforts that are being made underground to establish very large-scale sub-level caving (with sublevel intervals up to 32 m) are described, along with some other current developments

Marklund, I and Hustrulid, W, 1995. Large-scale underground mining, new equipment and a better underground environment result of research and development at LKAB, Sweden. Trans Instn Min Metall, Sect A: Min Industry, 104: A164-168. Martin, C D, 1997

B.H.G. Brady. E. T. Brown. The engineering mechanics problem posed by underground mining is the prediction of the displacement field generated in the orebody and surrounding rock by any excavation

Characterising the Mining Environment for Underground Mass Mining E T Brown and 17 K J Rosengren. Method Selection for Large-Scale Underground Mining W Hustrulid 29. The Use of Evaluation Surfaces to Assist in the Determination of Mine R M Kear 57 Design Criteria

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Dec 01, 1995 Dec 01, 1995 Marklund, I. ; Hustrulid, W. (1995). Large-scale underground mining, new equipment and a better underground environment: result of research and development at LKAB, Sweden. Transactions of the Institution of Mining and Metallurgy, Section A: Mining Industry Citation Downloads Reference Manager (RIS) SpreadSheed (CSV)

A probabilistic approach to consider the uncertainties and variability in rock properties was applied to ensure a more realistic assessment of the design parameters of rock masses around an