Võrdle meetodeid

	Kaevanduslõigu optimeerimine	Lerchs-Grossmanni algoritm	Rock Mass Rating (RMR)
Valdkond	Mäendus	Mäendus	Mäendus
Perekond	Process / pipeline	Process / pipeline	Process / pipeline
Tekkeaasta	1960	1965	1973
Looja	Mining Engineering Practice	Helmut Lerchs and Israel Grossmann	Zbigniew T. Bieniawski
Tüüp	Optimization framework for underground mine excavation design	Graph-theoretic algorithm for pit limit optimization	Empirical classification for geotechnical engineering
Algallikas	Brady, B. H. G., & Brown, E. T. (2004). Rock mechanics for underground mining. Springer Science+Business Media.	Lerchs, H., & Grossmann, I. F. (1965). Optimum design of open-pit mines. Canadian Mining and Metallurgical Bulletin, 58(633), 47-54.	Bieniawski, Z. T. (1989). Engineering rock mass classifications. John Wiley & Sons. ISBN: 978-0-471-60437-4
Rööpnimetused	Stope Design, Underground Mine Layout, Panel Design	Lerchs-Grossmann Method, LG Algorithm	RMR, Bieniawski Classification, RMR89
Seotud	3	4	3
Kokkuvõte	Stope layout optimization is the process of designing the size, shape, and spatial arrangement of underground mine excavations (stopes) to maximize ore recovery while maintaining safety and economic viability. It balances the desire for large extraction volumes against rock mechanics constraints and support costs. The layout determines mining productivity, capital investment in support systems, and long-term mine life.	The Lerchs-Grossmann Algorithm is a graph-theoretic method for determining the ultimate pit limit in open-pit mining operations. Introduced by Helmut Lerchs and Israel Grossmann in 1965, it maximizes the net present value of extracted ore while respecting slope stability constraints. This algorithm forms the theoretical foundation for most modern pit optimization software.	The Rock Mass Rating (RMR) system, developed by Zbigniew Bieniawski starting in 1973, is an empirical classification that characterizes rock mass quality and estimates mining and civil engineering behavior. RMR combines five measurable geotechnical parameters into a single index ranging from 0 to 100, where higher values indicate stronger, more stable rock masses. It is the most widely used rock classification system worldwide for underground mining design.