Conference Proceedings
Sixth Large Open Pit Mining Conference 2007
Conference Proceedings
Sixth Large Open Pit Mining Conference 2007
Saprolites, Structures and Slope Angles - Applying Site-Specific Geotechnical and Mining Knowledge to Achieve the Final Design
Sunrise Dam Gold Mine is a large open pit mine 730 km NE of Perth, Western Australia. Contract mining commenced in the open pit in September 1996 in lake clays and saprolites with the first fresh rock mined late 1999, and the underground starting the first decline in October 2003. By May 2007, over 150 million cubic metres of material had been mined and the pit was 360 m deep with 80 m remaining before reaching the planned final depth in early 2008. A final cut-back in the northwest will commence in late 2007 with open pit mining in the Mega Pit expected to conclude in late 2010._x000D_
The challenges of developing the pit can be divided into three phases: Soft materials - mining was in multiple staged pits and cut-backs in lake clays, saprolites, weathered material. The varying characteristics had a significant impact on mining methods and slope stability._x000D_
Structural - mining was gradually exposing more fresh rock and the drive was to understand how major structures and lithological contacts impact on local and large-scale stability. This had a significant influence on mine design and scheduling._x000D_
Slope angles - achieving the final slope angle is critical. This is done through application of high standards of final wall establishment and proactive geotechnical hazard identification and management._x000D_
This includes dealing with the rapid rate of descent, interaction with underground excavations and managing rock fall risk._x000D_
The paper discusses each of these phases, highlighting the geotechnical controls implemented to date, looking at their success and impact on mining._x000D_
FORMAL CITATION:Booth, P A and Hamman, E C F, 2007. Saprolites, structures and slope angles - applying site-specific geotechnical and mining knowledge to achieve the final design, in Proceedings Sixth Large Open Pit Mining Conference 2007, pp 25-34 (The Australasian Institute of Mining and Metallurgy: Melbourne).
The challenges of developing the pit can be divided into three phases: Soft materials - mining was in multiple staged pits and cut-backs in lake clays, saprolites, weathered material. The varying characteristics had a significant impact on mining methods and slope stability._x000D_
Structural - mining was gradually exposing more fresh rock and the drive was to understand how major structures and lithological contacts impact on local and large-scale stability. This had a significant influence on mine design and scheduling._x000D_
Slope angles - achieving the final slope angle is critical. This is done through application of high standards of final wall establishment and proactive geotechnical hazard identification and management._x000D_
This includes dealing with the rapid rate of descent, interaction with underground excavations and managing rock fall risk._x000D_
The paper discusses each of these phases, highlighting the geotechnical controls implemented to date, looking at their success and impact on mining._x000D_
FORMAL CITATION:Booth, P A and Hamman, E C F, 2007. Saprolites, structures and slope angles - applying site-specific geotechnical and mining knowledge to achieve the final design, in Proceedings Sixth Large Open Pit Mining Conference 2007, pp 25-34 (The Australasian Institute of Mining and Metallurgy: Melbourne).
Contributor(s):
P A Booth, E C F Hamman
-
Saprolites, Structures and Slope Angles - Applying Site-Specific Geotechnical and Mining Knowledge to Achieve the Final DesignPDFThis product is exclusive to Digital library subscription
-
Saprolites, Structures and Slope Angles - Applying Site-Specific Geotechnical and Mining Knowledge to Achieve the Final DesignPDFNormal price $22.00Member price from $0.00
Fees above are GST inclusive
PD Hours
Approved activity
- Published: 2007
- PDF Size: 2.144 Mb.
- Unique ID: P200708004