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Your single point of reference for all your Geotechnical Inquiries
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Publications in
Mine Risk Assessment
Total Items found:
9
RISK INDEXING TOOL FOR MINE PLANNING (2014)
Abdellah W.
,
Mitri H.S.
et al.
<p>The purpose of this paper is to establish a qualitative method to estimate the risk level (e.g. rating and ranking) resulting from mining activity. Risk is the product of two factors: probability of failure and cost of consequences. A resultant assessment ...
Filed under:
Mining Engineering
-
Mine Risk Assessment
Reference:
The Journal of The Southern African Institute of Mining and Metallurgy VOLUME 114 JUNE 2014
CHARACTERISTICS AND AMPLIFICATION OF GROUND MOTIONS ABOVE ABANDONED MINES (2012)
Aydan O.
,
Genis M.
et al.
<p>The authors have been involved with the research on the short and long-term stability of ground above these abandoned mines. In this article, they present<br />the outcomes of their studies on the dynamic characteristics of ground and amplification of ground ...
Filed under:
Mining Engineering
-
Mine Risk Assessment
Reference:
International Symposium on Earthquake Engineering, JAEE, Vol.1, 2012
RISK ASSESSMENT OF URANIUM MILL TAILINGS DISPOSAL BORŠT, AFFECTED BY A LANDSLIDE (2011)
Beguš T.
,
Kočevar M.
et al.
<p>Risk analysis tools were implemented during closing activities on radioactive mill tailings disposal Boršt, affected by a landslide. The probability of landsliding before and after remediation works was calculated and expressed through relaiability ...
Filed under:
Mining Engineering
-
Mine Risk Assessment
Reference:
ISGSR 2011 - Vogt, Schuppener, Straub & Bräu (eds) - © 2011 Bundesanstalt für Wasserbau
SUSTAINABILITY OF INNOVATIVE MANAGEMENT PRACTICES OF GEOTECHNICAL RISK AT DAMANG PIT CUT BACK (DPCB) – A CASE STUDY AT GOLD FIELDS GHANA, DAMANG MINE (2008)
Dadzie E.
,
Abdulai M.
et al.
This paper will review some methods used to manage geotechnical risk at Damang Pit Cutback. The pit depth is designed up to 250m with push back on the eastern and western walls of the existed and depleted Railway Cutback (RCB) pit. The geotechnical design ...
Filed under:
Mining Engineering
-
Mine Risk Assessment
Reference:
The Southern African Institute of Mining and Metallurgy Surface Mining 2008
A CASE STUDY OF RISK EVALUATION AT CERREJON MINE (2006)
Contreras L. F.
,
LeSueur R.
et al.
A risk study was carried out at the Cerrejon coal mine in order to assess the impacts of pit slope failure in terms of safety of personnel and destruction of equipment with economic consequences. Results of the assessment enabled the definition of risk treatment ...
Filed under:
Mining Engineering
-
Mine Risk Assessment
Reference:
The South African Institute of Mining and Metallurgy, International Symposium on Stability of Rock Slopes in Open Pit Mining and Civil Engineering
A RISK CONSEQUENCE APPROACH TO OPEN PIT SLOPE DESIGN (2006)
Terbrugge P. J.
,
Wesseloo J.
et al.
Open pit slope design has conventionally been effected as a bottomup function utilizing available geotechnical information. This results in a decision criterion based on probability of failure and factor of Safety with a risk assessment being carried out on ...
Filed under:
Mining Engineering
-
Mine Risk Assessment
Reference:
The Journal of The South African Institute of Mining and Metallurgy, VOLUME 106
A RISK CONSEQUENCE APPROACH TO OPEN PIT SLOPE DESIGN (2006)
Steffen O. K. H.
,
Terbrugge P. J.
et al.
Open pit slope design has conventionally been effected as a bottom up function utilising available geotechnical information. This results in a decision criterion based on Probability of Failure and Factor of Safety with a risk assessment being carried out ...
Filed under:
Mining Engineering
-
Mine Risk Assessment
Reference:
THE SOUTH AFRICAN INSTITUTE OF MINING AND METALLURGY, SYMPOSIUM SERIES S44, Stability of rock slopes in open pit mining and civil engineering situations
FAILURE IMPACT ASSESSMENT OF A MINE SITE FLOOD LEVEE IN AUSTRALIA (2006)
Pether R.
Coal production from the 200 million tonne Curragh North coal resource in Central Queensland commenced in late 2005. The mine is located on the eastern floodplain of the Mackenzie River, and requires a 22 km long flood levee before operations can proceed. ...
Filed under:
Mining Engineering
-
Mine Risk Assessment
Reference:
Improvements in reservoir construction, operation and maintenance. Thomas Telford, London, 2006
SLOPE MONITORING STRATEGY AT PPRUST OPEN PIT OPERATION (2006)
Little M. J.
Potgietersrust Platinums Ltd (PPRust) is Anglo Platinum’s only open pit operation. The major slope stability concern at PPRust is rapid, small-scale brittle failure on the west wall of Sandsloot open pit. In order to improve safety and mine more economically, ...
Filed under:
Mining Engineering
-
Mine Risk Assessment
Reference:
The South African Institute of Mining and Metallurgy, International Symposium on Stability of Rock Slopes in Open Pit Mining and Civil Engineering
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