A Parametric Study for the Effect of Dip on Stone Mine Pillar Stability Using a Simplified Model Geometry [2020]
Public Domain
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2020/02/23
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Series: Mining Publications
File Language:
English
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Description:In this study, a parametric study was conducted using FLAC3D numerical models to examine the impact of oblique loading, generated from seam dip, on the strength and the failure propagation pattern of a stone pillar using two simplified geometry types. In type-1 the side walls of the pillars were assumed to be perpendicular to the roof and the floor, while in type-2 the side walls of pillars were assumed to be vertical. The complex pillar geometry in dipping mines was frequently modeled using these two geometries. To capture a complete picture of the effect of seam dip on pillar stability, the modeled width-to-height (w/h) ratio of the pillars, in-situ stress field, and pillars roof/floor interfaces were systematically varied to account for the potential distribution of values for these parameters across the underground stone mines in United States. Results from the numerical modeling indicate that dipping pillars have reduced strength compared to horizontal pillars. Also, an asymmetric failure propagation pattern could be obtained depending on an interaction between the w/h ratio, seam dip, in-situ stresses, and pillar geometry. [Description provided by NIOSH]
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Pages in Document:1-7
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NIOSHTIC Number:nn:20059693
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Citation:MineXchange: 2020 SME Annual Conference & Expo, February 23-26, 2020, Phoenix, Arizona, preprint 20-055. Englewood, CO: Society for Mining, Metallurgy & Exploration, 2020 Feb; :1-7
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Federal Fiscal Year:2020
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Peer Reviewed:False
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Main Document Checksum:urn:sha-512:396d1c3fb1eb6fbbb3968ddc14a5940e42376a2e3cc69e955babb42aabae3c0cf2a995cf375a201e421a9a0c9653694223e17c11829b8fddb6294ec442c48d39
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