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Publications in
Underground Mining
Total Items found:
25
REVIEW OF FACE AREA SUPPORT FOR AMANDELBULT NO. 2 SHAFT AND SUBSEQUENT INTRODUCTION OF CABLE ANCHORS (2008)
Van Aswegen G.
,
van Buuren S.
Rustenburg Platinum Mines, Amandelbult Section, part of the Anglo Platinum Group, is a platinum mine situated in the Bushveld Igneous Complex, 80 km north of Rustenburg, South Africa. Mining of the tabular orebody is done at a stoping height of 1.2 to 1.8 ...
Filed under:
Mining Engineering
-
Underground Mining
Reference:
6th International Symposium on Ground Support in Mining and Civil Engineering Construction, an ISRM-Sponsored Regional Symposium
ROCK BOLTS TESTING UNDER DYNAMIC CONDITIONS AT CANMET-MMSL (2008)
Plouffe M.
,
Anderson T.
et al.
The paper presents the actual status of the CANMET-MMSL impact-testing apparatus, and summarizes some results of the testing carried out until now. The energy balance of the system, needed to validate measurements done and test results achieved, will be presented ...
Filed under:
Mining Engineering
-
Underground Mining
Reference:
6th International Symposium on Ground Support in Mining and Civil Engineering Construction, an ISRM-Sponsored Regional Symposium
STATIC AND DYNAMIC TESTING OF STEEL WIRE MESH FOR MINING APPLICATIONS OF ROCK SURFACE SUPPORT (2008)
Player J. R.
,
Morton E. C.
et al.
Wire mesh has been used for surface ground support in mining since the 1950s. Experimental studies have been conducted throughout the world. The response of the mesh is dependant on the sample size, the boundary restraint systems and the loading conditions. ...
Filed under:
Mining Engineering
-
Underground Mining
Reference:
6th International Symposium on Ground Support in Mining and Civil Engineering Construction, an ISRM-Sponsored Regional Symposium
STUDY OF MULTIPLE DRAW-ZONE INTERACTION IN BLOCK CAVING MINES BY MEANS OF A LARGE 3D PHYSICAL MODEL (2008)
Trueman R.
,
Castro R.
et al.
Current production level design guidelines in block caving mines are based on the concept of interaction of movement zones and the spacing of draw-points at which mass flow is achieved. The limit of the isolated movement zone (IMZ) interaction has been determined ...
Filed under:
Mining Engineering
-
Underground Mining
Reference:
International Journal of Rock Mechanics and Mining Sciences, Volume 45, Issue 7, October 2008, Pages 1044–1051
SUPPORT DESIGN USING PROBABILISTIC KEYBLOCK METHODS (2008)
Dunn M. J.
,
Earl P. J.
et al.
Support design for jointed rock masses can be approached in several ways. When designing support systems for these conditions, the potential block sizes and likelihood of occurrence should be considered. This paper outlines an approach whereby probabilistic ...
Filed under:
Mining Engineering
-
Underground Mining
Reference:
THE ONGOING EVOLUTION OF STOPE PANEL SUPPORT AT IMPALA PLATINUM LIMITED (2008)
Gardner L. J.
,
Fernandes N. D.
Labour-intensive narrow reef stoping, as traditionally practiced in South African gold and platinum mines, is almost unique in the modern first-world mechanised mining environment. Shortcomings of the system include the ever-increasing cost of labour, a cap ...
Filed under:
Mining Engineering
-
Underground Mining
Reference:
6th International Symposium on Ground Support in Mining and Civil Engineering Construction, an ISRM-Sponsored Regional Symposium
THE RESIDUAL STRENGTH OF A 2.5 M WIDE BUSHVELD MERENSKY REEF CRUSH PILLAR (2008)
Watson B. P.
,
Mosomane S. M.
et al.
The first crush pillars on the Bushveld Platinum mines were introduced at Union Section in 1978. Before the introduction of crush pillars, serious problems were experienced when stoping advanced to a point 30 m to 40 m on both sides of the centre gully. At ...
Filed under:
Mining Engineering
-
Underground Mining
Reference:
6th International Symposium on Ground Support in Mining and Civil Engineering Construction, an ISRM-Sponsored Regional Symposium
JOINT STRUCTURE AND COAL STRENGTH AS CONTROLS ON RIB STABILITY (2006)
Seedsman R.
The assessment of the stability of coal ribs needs to consider not only the impact of the cleating and jointing in the coal but also the possible onset of failure of the coal itself. The same planar, wedge and toppling failure modes seen in pitwall slopes ...
Filed under:
Mining Engineering
-
Underground Mining
Reference:
Coal 2006: Coal Operators' Conference, University of Wollongong & the Australasian Institute of Mining and Metallurgy, 2006, 44-51
ANALYSIS AND DESIGN OF RIB SUPPORT (ADRS) A RIB SUPPORT DESIGN METHODOLOGY FOR AUSTRALIAN COLLIERIES (2005)
Colwell M.
,
Mark C.
This paper summarizes the results of a research project whose goal was to provide the Australian coal industry with a rib support design methodology and software tool that could be used by suitably qualified colliery staff. The project was funded mainly by ...
Filed under:
Mining Engineering
-
Underground Mining
Reference:
24th International Conference on Ground Control in Mining. Morgantown, WV: West Virginia University, 2005
STRESS INDUCED ROOF COLLAPSES DURING CONSTRUCTION OF THE SYDNEY LPG STORAGE CAVERN (2004)
De Ambrosis L. P.
,
Kotze G. P.
<p>This paper discusses the experience of the authors with two large failures that occurred in the roof strata of a storage facility for LPG which was being constructed deep below the ground surface in Hawkesbury Sandstone in the Sydney Basin, NSW, Australia.<br ...
Filed under:
Mining Engineering
-
Underground Mining
Reference:
Proc. 9th Australia New Zealand Conference on Geomechanics, Auckland, New Zealand, pp.159-165
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