Seven-year history of vertical Hydraulic diffusivity related to excavation around an underground facility
Significant amounts of groundwater drain induced by the excavation of an underground facility will influence various site formation parameters such as permeability. In this study, a spectral analysis was applied to long-term records of pore-pressure responses to atmospheric loading in order to clari...
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Veröffentlicht in: | International journal of rock mechanics and mining sciences (Oxford, England : 1997) England : 1997), 2014-09, Vol.70, p.332-342 |
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container_title | International journal of rock mechanics and mining sciences (Oxford, England : 1997) |
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creator | Miyakawa, Kazuya Nohara, Tsuyoshi Tokiwa, Tetsuya Yamazaki, Masanori |
description | Significant amounts of groundwater drain induced by the excavation of an underground facility will influence various site formation parameters such as permeability. In this study, a spectral analysis was applied to long-term records of pore-pressure responses to atmospheric loading in order to clarify the history of rock permeability changes at the Horonobe Underground Research Laboratory (URL) in Japan. This study revealed that excavation of the URL influenced nearby aquifers and reduced their vertical hydraulic diffusivity. At a point approximately 130m distant from the URL, it was found that hydraulic diffusivity has decreased by approximately 7 to 55% in the five years since the excavation started. At a point approximately 860m distant from the URL, the vertical hydraulic diffusivity was found to have decreased by approximately 26%, even though pore pressure had not changed significantly. This study confirmed that long-term permeability changes could be monitored via pore and atmospheric pressure records. More specifically, during the development of a geological disposal system, which can take several tens of years, the vertical permeability of the site can be continuously monitored from the period before the start of the excavation through to the repository׳s post-closure period.
•The excavation of a URL influences the aquifers in the area.•At a point 130m from the URL, the vertical hydraulic diffusivity decreased by 58%.•At a point 860m from the URL, the vertical hydraulic diffusivity decreased by 25%.•The decrease is probably related to an increasing groundwater out-flow from the URL.•The long-term history of the vertical hydraulic diffusivity change can be monitored. |
doi_str_mv | 10.1016/j.ijrmms.2014.02.023 |
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•The excavation of a URL influences the aquifers in the area.•At a point 130m from the URL, the vertical hydraulic diffusivity decreased by 58%.•At a point 860m from the URL, the vertical hydraulic diffusivity decreased by 25%.•The decrease is probably related to an increasing groundwater out-flow from the URL.•The long-term history of the vertical hydraulic diffusivity change can be monitored.</description><identifier>ISSN: 1365-1609</identifier><identifier>EISSN: 1873-4545</identifier><identifier>DOI: 10.1016/j.ijrmms.2014.02.023</identifier><language>eng</language><publisher>Oxford: Elsevier Ltd</publisher><subject>Applied sciences ; Building structure ; Buildings. Public works ; Construction (buildings and works) ; Diffusivity ; EdZ ; Exact sciences and technology ; Excavation ; Fluid dynamics ; Fluid flow ; Geotechnics ; Groundwater ; Horonobe ; Hydraulic diffusivity ; Hydraulics ; Permeability ; Porosity ; Soil investigations. Testing ; Underground ; Underground structure ; URL ; Water effect, drainage, ground water lowering, filtration</subject><ispartof>International journal of rock mechanics and mining sciences (Oxford, England : 1997), 2014-09, Vol.70, p.332-342</ispartof><rights>2014 Elsevier Ltd</rights><rights>2015 INIST-CNRS</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-a425t-7995ff7a6345cf1490bff802689d2c0b32de320c900b1c888bbc76d3d30400733</citedby><cites>FETCH-LOGICAL-a425t-7995ff7a6345cf1490bff802689d2c0b32de320c900b1c888bbc76d3d30400733</cites><orcidid>0000-0002-5306-5014</orcidid></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktohtml>$$Uhttps://dx.doi.org/10.1016/j.ijrmms.2014.02.023$$EHTML$$P50$$Gelsevier$$H</linktohtml><link.rule.ids>314,780,784,3550,27924,27925,45995</link.rule.ids><backlink>$$Uhttp://pascal-francis.inist.fr/vibad/index.php?action=getRecordDetail&idt=28744670$$DView record in Pascal Francis$$Hfree_for_read</backlink></links><search><creatorcontrib>Miyakawa, Kazuya</creatorcontrib><creatorcontrib>Nohara, Tsuyoshi</creatorcontrib><creatorcontrib>Tokiwa, Tetsuya</creatorcontrib><creatorcontrib>Yamazaki, Masanori</creatorcontrib><title>Seven-year history of vertical Hydraulic diffusivity related to excavation around an underground facility</title><title>International journal of rock mechanics and mining sciences (Oxford, England : 1997)</title><description>Significant amounts of groundwater drain induced by the excavation of an underground facility will influence various site formation parameters such as permeability. In this study, a spectral analysis was applied to long-term records of pore-pressure responses to atmospheric loading in order to clarify the history of rock permeability changes at the Horonobe Underground Research Laboratory (URL) in Japan. This study revealed that excavation of the URL influenced nearby aquifers and reduced their vertical hydraulic diffusivity. At a point approximately 130m distant from the URL, it was found that hydraulic diffusivity has decreased by approximately 7 to 55% in the five years since the excavation started. At a point approximately 860m distant from the URL, the vertical hydraulic diffusivity was found to have decreased by approximately 26%, even though pore pressure had not changed significantly. This study confirmed that long-term permeability changes could be monitored via pore and atmospheric pressure records. More specifically, during the development of a geological disposal system, which can take several tens of years, the vertical permeability of the site can be continuously monitored from the period before the start of the excavation through to the repository׳s post-closure period.
•The excavation of a URL influences the aquifers in the area.•At a point 130m from the URL, the vertical hydraulic diffusivity decreased by 58%.•At a point 860m from the URL, the vertical hydraulic diffusivity decreased by 25%.•The decrease is probably related to an increasing groundwater out-flow from the URL.•The long-term history of the vertical hydraulic diffusivity change can be monitored.</description><subject>Applied sciences</subject><subject>Building structure</subject><subject>Buildings. Public works</subject><subject>Construction (buildings and works)</subject><subject>Diffusivity</subject><subject>EdZ</subject><subject>Exact sciences and technology</subject><subject>Excavation</subject><subject>Fluid dynamics</subject><subject>Fluid flow</subject><subject>Geotechnics</subject><subject>Groundwater</subject><subject>Horonobe</subject><subject>Hydraulic diffusivity</subject><subject>Hydraulics</subject><subject>Permeability</subject><subject>Porosity</subject><subject>Soil investigations. Testing</subject><subject>Underground</subject><subject>Underground structure</subject><subject>URL</subject><subject>Water effect, drainage, ground water lowering, filtration</subject><issn>1365-1609</issn><issn>1873-4545</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2014</creationdate><recordtype>article</recordtype><recordid>eNqNUU1r3TAQNKWFpmn-QQ-6FHrx6-rDkn0plNAkhUAPbc5CllatHn5WKsmm_vfVw6HHUFiYXZjdWWaa5h2FAwUqPx4P4ZhOp3xgQMUBWC3-ormgveKt6ET3svZcdi2VMLxu3uR8BADJpLpowndccW43NIn8CrnEtJHoyYqpBGsmcre5ZJYpWOKC90sOaygbSTiZgo6USPCPNaspIc7EpLjMjpiZVMD0cx-9sWGqS2-bV95MGa-e8LJ5uPny4_quvf92-_X6831rBOtKq4ah814ZyUVnPRUDjN73wGQ_OGZh5MwhZ2AHgJHavu_H0SrpuOMgABTnl82H_e5jir8XzEWfQrY4TWbGuGRNpaoaDAb2H1Q2cEkHDpUqdqpNMeeEXj-mcDJp0xT0OQR91HsI-hyCBlbr_Mz7JwWTq50-mdmG_G-X9UoIqc7nP-08rM6sAZPONuBs0YWEtmgXw_NCfwHhHqAx</recordid><startdate>20140901</startdate><enddate>20140901</enddate><creator>Miyakawa, Kazuya</creator><creator>Nohara, Tsuyoshi</creator><creator>Tokiwa, Tetsuya</creator><creator>Yamazaki, Masanori</creator><general>Elsevier Ltd</general><general>Elsevier</general><scope>IQODW</scope><scope>AAYXX</scope><scope>CITATION</scope><scope>7QH</scope><scope>7UA</scope><scope>C1K</scope><scope>F1W</scope><scope>H96</scope><scope>L.G</scope><scope>8FD</scope><scope>FR3</scope><scope>KR7</scope><orcidid>https://orcid.org/0000-0002-5306-5014</orcidid></search><sort><creationdate>20140901</creationdate><title>Seven-year history of vertical Hydraulic diffusivity related to excavation around an underground facility</title><author>Miyakawa, Kazuya ; Nohara, Tsuyoshi ; Tokiwa, Tetsuya ; Yamazaki, Masanori</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-a425t-7995ff7a6345cf1490bff802689d2c0b32de320c900b1c888bbc76d3d30400733</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2014</creationdate><topic>Applied sciences</topic><topic>Building structure</topic><topic>Buildings. Public works</topic><topic>Construction (buildings and works)</topic><topic>Diffusivity</topic><topic>EdZ</topic><topic>Exact sciences and technology</topic><topic>Excavation</topic><topic>Fluid dynamics</topic><topic>Fluid flow</topic><topic>Geotechnics</topic><topic>Groundwater</topic><topic>Horonobe</topic><topic>Hydraulic diffusivity</topic><topic>Hydraulics</topic><topic>Permeability</topic><topic>Porosity</topic><topic>Soil investigations. 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In this study, a spectral analysis was applied to long-term records of pore-pressure responses to atmospheric loading in order to clarify the history of rock permeability changes at the Horonobe Underground Research Laboratory (URL) in Japan. This study revealed that excavation of the URL influenced nearby aquifers and reduced their vertical hydraulic diffusivity. At a point approximately 130m distant from the URL, it was found that hydraulic diffusivity has decreased by approximately 7 to 55% in the five years since the excavation started. At a point approximately 860m distant from the URL, the vertical hydraulic diffusivity was found to have decreased by approximately 26%, even though pore pressure had not changed significantly. This study confirmed that long-term permeability changes could be monitored via pore and atmospheric pressure records. More specifically, during the development of a geological disposal system, which can take several tens of years, the vertical permeability of the site can be continuously monitored from the period before the start of the excavation through to the repository׳s post-closure period.
•The excavation of a URL influences the aquifers in the area.•At a point 130m from the URL, the vertical hydraulic diffusivity decreased by 58%.•At a point 860m from the URL, the vertical hydraulic diffusivity decreased by 25%.•The decrease is probably related to an increasing groundwater out-flow from the URL.•The long-term history of the vertical hydraulic diffusivity change can be monitored.</abstract><cop>Oxford</cop><pub>Elsevier Ltd</pub><doi>10.1016/j.ijrmms.2014.02.023</doi><tpages>11</tpages><orcidid>https://orcid.org/0000-0002-5306-5014</orcidid></addata></record> |
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subjects | Applied sciences Building structure Buildings. Public works Construction (buildings and works) Diffusivity EdZ Exact sciences and technology Excavation Fluid dynamics Fluid flow Geotechnics Groundwater Horonobe Hydraulic diffusivity Hydraulics Permeability Porosity Soil investigations. Testing Underground Underground structure URL Water effect, drainage, ground water lowering, filtration |
title | Seven-year history of vertical Hydraulic diffusivity related to excavation around an underground facility |
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