Ground Support Design Curves: Squeezing Ground in Nevada
Public Domain
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2018/06/17
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Series: Mining Publications
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Description:Researchers at Spokane Mining Research Division of the National Institute for Occupational Safety and Health (NIOSH) are working with mine personnel to aid in providing a safe working environment through the development of empirical ground support design tools. Weak rock mass conditions at underground gold mines in Nevada, which can result in hazardous mining conditions, pose challenges to installing an appropriate amount of ground support. The design of ground support based on dead-weight roof failure is commonplace and appropriate in preventing catastrophic collapse; however, these methods are not particularly effective at predicting the required support capacity to withstand overstressed, squeezing ground. This paper presents empirically derived ground support guidelines for squeezing ground conditions in familiar terms of a factor of safety (FOS) against dead-weight failure versus Rock Mass Rating (RMR). These guidelines are intended to aid the engineer in the design of ground support capacity appropriate to the rockmass conditions and intended use of the excavation, thereby improving safety in underground mines. [Description provided by NIOSH]
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NIOSHTIC Number:nn:20053066
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Citation:52nd US Rock Mechanics/Geomechanics Symposium, June 17-20, 2018, Seattle, Washington. Alexandria, VA: American Rock Mechanics Association (ARMA), 2018 Jun; :ARMA 18-750
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Contact Point Address:S. N. Warren, National Institute for Occupational Safety and Health, Spokane, WA, USA
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Federal Fiscal Year:2018
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Peer Reviewed:False
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Source Full Name:52nd US Rock Mechanics/Geomechanics Symposium, June 17-20, 2018, Seattle, Washington
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Main Document Checksum:urn:sha-512:3bd592c8603548508dec6ab6312eff6d71d4893540f80cb0e6c696d6fd92335a607a0078e92725771b9aa4716dbc47d6a359983580bf5a2872a2581d08aa68ea
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