2019
DOI: 10.1007/s00603-019-01799-4
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Deep Mining: A Rock Engineering Challenge

Abstract: Increasing demand for metals caused by global economic growth and exploitation of shallow mineral deposits forces mineral extraction to go deeper. A direct consequence of this development is an increase in rock pressure-related mining problems. The role of rock engineering in the design and operation of deep mines is discussed in detail. Critical issues are the rock fracturing around mining excavations, the support and control of the fractured rock, and the rock mechanics design of mine infrastructure and extr… Show more

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Cited by 169 publications
(74 citation statements)
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“…The fine difference code FLAC D was used in this study to perform time‐dependent numerical modeling. A 3D numerical model was established (Figure ).…”
Section: Numerical Modelingmentioning
confidence: 99%
See 1 more Smart Citation
“…The fine difference code FLAC D was used in this study to perform time‐dependent numerical modeling. A 3D numerical model was established (Figure ).…”
Section: Numerical Modelingmentioning
confidence: 99%
“…To keep coal mining constant in deep underground mines, the roadway stability is of significance as it is tightly related to the transportation of coal and safety of coal miners . However, it is a challenging task to ensure the roadway stability over its planned service life in underground coal mines, though many high‐strength and high‐rigidity support systems have been applied . When a roadway is driven through weak rock mass especially in soft coal mass, more attention needs to be paid as the time‐dependent deformation of coal mass affects its stability obviously.…”
Section: Introductionmentioning
confidence: 99%
“…Combined with engineering geology and construction conditions, the main monitoring scheme is determined to be hole convergence and anchor stress monitoring. The deformation monitoring cross-section, according to the principle of subsection control, selects six deformation monitoring sections in the surrounding rock of Class III and IV [21][22][23][24]. The monitoring points are embedded in the design section near the tunnel face, and the monitoring points are arranged according to the five measuring points and eight measuring lines of the circular section.…”
Section: Figure 1 Location Map Of Case Studymentioning
confidence: 99%
“…Fractures are often observed underground, which usually control the mechanical and hydraulic properties of the formations (e.g., Gale et al, ; Walsh, ). Hence, fracture detection and characterization are of great importance in many disciplines, such as oil/gas exploration and production, underground engineering, mining engineering, CO 2 sequestration, among many others (e.g., Bakulin et al, , , ; Lisjak et al, ; Shukla et al, ; Wagner, ). For this purpose, geophysical methods are often used due to their noninvasive feature, among which acoustic methods, including seismic and sonic logging methods, are popular owing to the sensitivity of rock elastic properties to fractures (e.g., Kachanov, ; Schoenberg & Sayers, ).…”
Section: Introductionmentioning
confidence: 99%