Leech, SJ 2007, 'Establishing Slope Design Criteria at Batu Hijau - A Case Study', in Y Potvin (ed.), Slope Stability 2007: Proceedings of the 2007 International Symposium on Rock Slope Stability in Open Pit Mining and Civil Engineering
, Australian Centre for Geomechanics, Perth, pp. 143-155, https://doi.org/10.36487/ACG_repo/708_8
The establishment of appropriate open pit slope design criteria will evolve throughout the life of the mine,
and is based primarily on an ever increasing understanding of the geotechnical conditions, the historical
performance of the slopes (including interim phase pit slopes), and the level of onsite geotechnical and mine
engineering expertise. Other ‘external’ factors (e.g. ore blending requirements, prevailing metal price, mill
throughput requirements, corporate goals and expectations, government policy/restrictions, etc) can also
have a significant impact, particularly over the shorter term. Therefore, it is essential to implement an
extensive peer review process, incorporating expertise from various disciplines (including mine engineering,
geotechnical engineering, mine operations, etc.), sourced both in-house and externally.
With the limited design tools that are available to assist in the optimisation of large (plus 500 m) open pit
slopes, the basis for the generation of appropriate slope design criteria comes in large part from rational
assessment of historical slope performance, combined with an ever increasing level of reliability of
geotechnical models, and the implementation of continuously improving operating practices. Safety is a
cardinal component of the slope design process, but an understanding of the level of risk the owners and
stakeholders are willing to accept, with respect to potential significant production losses, is also critical.