3-D Discontinuum Numerical Modeling of Rock Mass Stability Investigations Due to Ore Extraction and Backfilling, and Subsidence Estimation for an Underground Mine

International Conference on Ground Control in Mining
Pinnaduwa H. S. W. Kulatilake Srisharan Shreedharan Gang Huang Sijing Cai Hongqing Song
Organization:
International Conference on Ground Control in Mining
Pages:
9
File Size:
1814 KB
Publication Date:
Jan 1, 2016

Abstract

"Subsidence prediction due to ore extraction and backfilling during open stoping operations for an underground iron mine in China is reported in this paper. Geologic complexities including faults and interfaces between different lithologies, and the stoping and backfilling sequence adopted from the mine plans are incorporated in building a 3-D discontinuum numerical model. The stoping was simulated in two vertically stacked horizontal layers (Fig. 6), with a total of 16 stopes. Large displacements of up to 50 cm were predicted by the model along the roof of the stopes, and a maximum surface subsidence of 22.5 cm was predicted by the model . Backfilling was found to control subsequent deformation and subsidence. The extraction of the upper orebody led to relatively higher deformations in extracting the lower orebody. Finally, the predicted subsidences at all locations along a subsidence profile on the surface are shown. INTRODUCTIONThe Luohe iron (pyrite) mine, located in Hefei city, Anhui, is an underground mine in China, being mined through the open stoping and backfilling method. The orebody lies at a depth of about 400 m and has an average thickness of 250 m (Magang Steel Company, 2012a). Discovered in the 1960s, the location has a reserve estimate of 300 million tonnes, which have been mined since 2007. The orebody has been divided by the mining company into an east and a west section to facilitate planning for ore extraction.Figure 1 shows the surface above the underground mine, which is seen to contain many human settlements including villages, pastures and other infrastructure. These locations are sensitive in that they need to be protected from potential adversities due to the underground mining, such as surface subsidence. While it may be near impossible to completely eliminate the subsidence due to ore extraction, operations such as backfilling have been adopted by the mine in an effort to substantially reduce it. Hence, this paper focuses on describing the stability of stopes in the mine and estimates future subsidence in a part of the mining region through numerical modeling."
Citation

APA: Pinnaduwa H. S. W. Kulatilake Srisharan Shreedharan Gang Huang Sijing Cai Hongqing Song  (2016)  3-D Discontinuum Numerical Modeling of Rock Mass Stability Investigations Due to Ore Extraction and Backfilling, and Subsidence Estimation for an Underground Mine

MLA: Pinnaduwa H. S. W. Kulatilake Srisharan Shreedharan Gang Huang Sijing Cai Hongqing Song 3-D Discontinuum Numerical Modeling of Rock Mass Stability Investigations Due to Ore Extraction and Backfilling, and Subsidence Estimation for an Underground Mine. International Conference on Ground Control in Mining, 2016.

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