The application of in-situ technology in reclamation and decommissioning plans for tailings impoundments

Prior to the decommissioning and reclamation of tailings impoundments it is critical to adequately characterize the geotechnical, hydrogeological, and geochemical nature of tailings. Important advances in the capability of in-situ testing for characterizing tailings impoundments have included the de...

Full description

Bibliographic Details
Main Authors: Boyd, Timothy John, Davies, Michael Paul, 1961-, Woeller, David J., Weemees, Ilmar Andrew, 1964-
Language:English
Published: 2009
Online Access:http://hdl.handle.net/2429/10794
id ndltd-LACETR-oai-collectionscanada.gc.ca-BVAU.2429-10794
record_format oai_dc
spelling ndltd-LACETR-oai-collectionscanada.gc.ca-BVAU.2429-107942014-03-14T15:44:31Z The application of in-situ technology in reclamation and decommissioning plans for tailings impoundments Boyd, Timothy John Davies, Michael Paul, 1961- Woeller, David J. Weemees, Ilmar Andrew, 1964- Prior to the decommissioning and reclamation of tailings impoundments it is critical to adequately characterize the geotechnical, hydrogeological, and geochemical nature of tailings. Important advances in the capability of in-situ testing for characterizing tailings impoundments have included the development of the resistivity piezocone and improved water sampling technologies. The standard piezocone is an excellent means of logging stratigraphy for most soils and also gives accurate estimates of key physical and hydrogeological parameters. The resistivity piezocone includes a geophysical module, which resides directly behind the standard piezocone during testing, which permits assessment of groundwater quality through the measurement of the bulk resistivity of the soil and the pore water. In addition, recently developed in-situ discrete groundwater sampling systems can be used to augment the bulk resistivity measurements and facilitate site-specific correlations with selected water quality parameters. This paper presents an overview of the resistivity piezocone and improved water sampling technologies and provides a summary of field testing programs carried out at large sulphide tailings impoundments at three Canadian mines. Test results are presented with respect to environmental and geotechnical aspects of sulphide tailings characterization. 2009-07-14T20:16:54Z 2009-07-14T20:16:54Z 1995 text http://hdl.handle.net/2429/10794 eng British Columbia Mine Reclamation Symposium 1995 British Columbia Technical and Research Committee on Reclamation
collection NDLTD
language English
sources NDLTD
description Prior to the decommissioning and reclamation of tailings impoundments it is critical to adequately characterize the geotechnical, hydrogeological, and geochemical nature of tailings. Important advances in the capability of in-situ testing for characterizing tailings impoundments have included the development of the resistivity piezocone and improved water sampling technologies. The standard piezocone is an excellent means of logging stratigraphy for most soils and also gives accurate estimates of key physical and hydrogeological parameters. The resistivity piezocone includes a geophysical module, which resides directly behind the standard piezocone during testing, which permits assessment of groundwater quality through the measurement of the bulk resistivity of the soil and the pore water. In addition, recently developed in-situ discrete groundwater sampling systems can be used to augment the bulk resistivity measurements and facilitate site-specific correlations with selected water quality parameters. This paper presents an overview of the resistivity piezocone and improved water sampling technologies and provides a summary of field testing programs carried out at large sulphide tailings impoundments at three Canadian mines. Test results are presented with respect to environmental and geotechnical aspects of sulphide tailings characterization.
author Boyd, Timothy John
Davies, Michael Paul, 1961-
Woeller, David J.
Weemees, Ilmar Andrew, 1964-
spellingShingle Boyd, Timothy John
Davies, Michael Paul, 1961-
Woeller, David J.
Weemees, Ilmar Andrew, 1964-
The application of in-situ technology in reclamation and decommissioning plans for tailings impoundments
author_facet Boyd, Timothy John
Davies, Michael Paul, 1961-
Woeller, David J.
Weemees, Ilmar Andrew, 1964-
author_sort Boyd, Timothy John
title The application of in-situ technology in reclamation and decommissioning plans for tailings impoundments
title_short The application of in-situ technology in reclamation and decommissioning plans for tailings impoundments
title_full The application of in-situ technology in reclamation and decommissioning plans for tailings impoundments
title_fullStr The application of in-situ technology in reclamation and decommissioning plans for tailings impoundments
title_full_unstemmed The application of in-situ technology in reclamation and decommissioning plans for tailings impoundments
title_sort application of in-situ technology in reclamation and decommissioning plans for tailings impoundments
publishDate 2009
url http://hdl.handle.net/2429/10794
work_keys_str_mv AT boydtimothyjohn theapplicationofinsitutechnologyinreclamationanddecommissioningplansfortailingsimpoundments
AT daviesmichaelpaul1961 theapplicationofinsitutechnologyinreclamationanddecommissioningplansfortailingsimpoundments
AT woellerdavidj theapplicationofinsitutechnologyinreclamationanddecommissioningplansfortailingsimpoundments
AT weemeesilmarandrew1964 theapplicationofinsitutechnologyinreclamationanddecommissioningplansfortailingsimpoundments
AT boydtimothyjohn applicationofinsitutechnologyinreclamationanddecommissioningplansfortailingsimpoundments
AT daviesmichaelpaul1961 applicationofinsitutechnologyinreclamationanddecommissioningplansfortailingsimpoundments
AT woellerdavidj applicationofinsitutechnologyinreclamationanddecommissioningplansfortailingsimpoundments
AT weemeesilmarandrew1964 applicationofinsitutechnologyinreclamationanddecommissioningplansfortailingsimpoundments
_version_ 1716652075006296064