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Correction Factor on Dynamic Force in a Marsh Funnel Test for Tunneling
Abstract This paper presents an improvement on a previous model for predicting the Marsh funnel (MF) test that is used in slurry shield tunneling for evaluating the rheological properties of bentonite slurries. The improvement focuses on the prediction of the dynamic part for fluids with small MF ti...
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Published in: | International journal of geomechanics 2022-09, Vol.22 (9) |
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container_title | International journal of geomechanics |
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creator | Zheng, Dongzhu Bezuijen, Adam Talmon, Arno |
description | Abstract
This paper presents an improvement on a previous model for predicting the Marsh funnel (MF) test that is used in slurry shield tunneling for evaluating the rheological properties of bentonite slurries. The improvement focuses on the prediction of the dynamic part for fluids with small MF times. The velocity profile of the Herschel–Bulkley fluid in a laminar pipe flow condition is first investigated and a correction factor is introduced in the improved model. Comparisons of results from experiments and calculations with the previous model confirm the improved performance over the existing model. The rheological parameters obtained from the improved model show good resemblance to those obtained from a laboratory viscometer. The work also provides a reference to similar applications such as fluid transportation through pipelines where dynamic pressure dominates and therefore should be correctly predicted considering its velocity profile in a laminar condition. |
doi_str_mv | 10.1061/(ASCE)GM.1943-5622.0002439 |
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This paper presents an improvement on a previous model for predicting the Marsh funnel (MF) test that is used in slurry shield tunneling for evaluating the rheological properties of bentonite slurries. The improvement focuses on the prediction of the dynamic part for fluids with small MF times. The velocity profile of the Herschel–Bulkley fluid in a laminar pipe flow condition is first investigated and a correction factor is introduced in the improved model. Comparisons of results from experiments and calculations with the previous model confirm the improved performance over the existing model. The rheological parameters obtained from the improved model show good resemblance to those obtained from a laboratory viscometer. The work also provides a reference to similar applications such as fluid transportation through pipelines where dynamic pressure dominates and therefore should be correctly predicted considering its velocity profile in a laminar condition.</description><identifier>ISSN: 1532-3641</identifier><identifier>EISSN: 1943-5622</identifier><identifier>DOI: 10.1061/(ASCE)GM.1943-5622.0002439</identifier><language>eng</language><publisher>Reston: American Society of Civil Engineers</publisher><subject>Bentonite ; Dynamic pressure ; Fluids ; Laminar flow ; Marshes ; Pipe flow ; Pipelines ; Rheological properties ; Slurries ; Submarine pipelines ; Technical Papers ; Tunneling ; Tunneling shields ; Velocity ; Velocity distribution ; Velocity profiles</subject><ispartof>International journal of geomechanics, 2022-09, Vol.22 (9)</ispartof><rights>2022 American Society of Civil Engineers</rights><lds50>peer_reviewed</lds50><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-a388t-e40e489fbd9490955909fd96b7fe04aff96cce0eef36362bc29d53cc972964363</citedby><cites>FETCH-LOGICAL-a388t-e40e489fbd9490955909fd96b7fe04aff96cce0eef36362bc29d53cc972964363</cites><orcidid>0000-0002-7570-2125 ; 0000-0002-5591-0461</orcidid></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktopdf>$$Uhttp://ascelibrary.org/doi/pdf/10.1061/(ASCE)GM.1943-5622.0002439$$EPDF$$P50$$Gasce$$H</linktopdf><linktohtml>$$Uhttp://ascelibrary.org/doi/abs/10.1061/(ASCE)GM.1943-5622.0002439$$EHTML$$P50$$Gasce$$H</linktohtml><link.rule.ids>314,780,784,3252,10068,27924,27925,76191,76199</link.rule.ids></links><search><creatorcontrib>Zheng, Dongzhu</creatorcontrib><creatorcontrib>Bezuijen, Adam</creatorcontrib><creatorcontrib>Talmon, Arno</creatorcontrib><title>Correction Factor on Dynamic Force in a Marsh Funnel Test for Tunneling</title><title>International journal of geomechanics</title><description>Abstract
This paper presents an improvement on a previous model for predicting the Marsh funnel (MF) test that is used in slurry shield tunneling for evaluating the rheological properties of bentonite slurries. The improvement focuses on the prediction of the dynamic part for fluids with small MF times. The velocity profile of the Herschel–Bulkley fluid in a laminar pipe flow condition is first investigated and a correction factor is introduced in the improved model. Comparisons of results from experiments and calculations with the previous model confirm the improved performance over the existing model. The rheological parameters obtained from the improved model show good resemblance to those obtained from a laboratory viscometer. The work also provides a reference to similar applications such as fluid transportation through pipelines where dynamic pressure dominates and therefore should be correctly predicted considering its velocity profile in a laminar condition.</description><subject>Bentonite</subject><subject>Dynamic pressure</subject><subject>Fluids</subject><subject>Laminar flow</subject><subject>Marshes</subject><subject>Pipe flow</subject><subject>Pipelines</subject><subject>Rheological properties</subject><subject>Slurries</subject><subject>Submarine pipelines</subject><subject>Technical Papers</subject><subject>Tunneling</subject><subject>Tunneling shields</subject><subject>Velocity</subject><subject>Velocity distribution</subject><subject>Velocity profiles</subject><issn>1532-3641</issn><issn>1943-5622</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2022</creationdate><recordtype>article</recordtype><recordid>eNp1kLtOwzAUhi0EEqXwDhYsMKT4Fjdmq0ITkFoxUGbLdW1I1drFToa-PQ4tMLGcm_7_nKMPgGuMRhhxfH87eS2nd_V8hAWjWc4JGSGECKPiBAx-Z6epzinJKGf4HFzEuEYIj1kuBqAufQhGt413sFK69QGm6nHv1LbRsPJBG9g4qOBchfgBq845s4ELE1tok3bx3Tfu_RKcWbWJ5uqYh-Ctmi7Kp2z2Uj-Xk1mmaFG0mWHIsELY5UowgUSep2BXgi_H1iCmrBVca4OMsZRTTpaaiFVOtRZjIjhLsyG4OezdBf_ZpTfk2nfBpZOS8IIViKC8Vz0cVDr4GIOxchearQp7iZHswUnZg5P1XPaQZA9JHsElMz-YVdTmb_2P83_jF98LcMQ</recordid><startdate>20220901</startdate><enddate>20220901</enddate><creator>Zheng, Dongzhu</creator><creator>Bezuijen, Adam</creator><creator>Talmon, Arno</creator><general>American Society of Civil Engineers</general><scope>AAYXX</scope><scope>CITATION</scope><scope>7UA</scope><scope>8FD</scope><scope>C1K</scope><scope>F1W</scope><scope>FR3</scope><scope>H96</scope><scope>KR7</scope><scope>L.G</scope><orcidid>https://orcid.org/0000-0002-7570-2125</orcidid><orcidid>https://orcid.org/0000-0002-5591-0461</orcidid></search><sort><creationdate>20220901</creationdate><title>Correction Factor on Dynamic Force in a Marsh Funnel Test for Tunneling</title><author>Zheng, Dongzhu ; Bezuijen, Adam ; Talmon, Arno</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-a388t-e40e489fbd9490955909fd96b7fe04aff96cce0eef36362bc29d53cc972964363</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2022</creationdate><topic>Bentonite</topic><topic>Dynamic pressure</topic><topic>Fluids</topic><topic>Laminar flow</topic><topic>Marshes</topic><topic>Pipe flow</topic><topic>Pipelines</topic><topic>Rheological properties</topic><topic>Slurries</topic><topic>Submarine pipelines</topic><topic>Technical Papers</topic><topic>Tunneling</topic><topic>Tunneling shields</topic><topic>Velocity</topic><topic>Velocity distribution</topic><topic>Velocity profiles</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Zheng, Dongzhu</creatorcontrib><creatorcontrib>Bezuijen, Adam</creatorcontrib><creatorcontrib>Talmon, Arno</creatorcontrib><collection>CrossRef</collection><collection>Water Resources Abstracts</collection><collection>Technology Research Database</collection><collection>Environmental Sciences and Pollution Management</collection><collection>ASFA: Aquatic Sciences and Fisheries Abstracts</collection><collection>Engineering Research Database</collection><collection>Aquatic Science & Fisheries Abstracts (ASFA) 2: Ocean Technology, Policy & Non-Living Resources</collection><collection>Civil Engineering Abstracts</collection><collection>Aquatic Science & Fisheries Abstracts (ASFA) Professional</collection><jtitle>International journal of geomechanics</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Zheng, Dongzhu</au><au>Bezuijen, Adam</au><au>Talmon, Arno</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Correction Factor on Dynamic Force in a Marsh Funnel Test for Tunneling</atitle><jtitle>International journal of geomechanics</jtitle><date>2022-09-01</date><risdate>2022</risdate><volume>22</volume><issue>9</issue><issn>1532-3641</issn><eissn>1943-5622</eissn><abstract>Abstract
This paper presents an improvement on a previous model for predicting the Marsh funnel (MF) test that is used in slurry shield tunneling for evaluating the rheological properties of bentonite slurries. The improvement focuses on the prediction of the dynamic part for fluids with small MF times. The velocity profile of the Herschel–Bulkley fluid in a laminar pipe flow condition is first investigated and a correction factor is introduced in the improved model. Comparisons of results from experiments and calculations with the previous model confirm the improved performance over the existing model. The rheological parameters obtained from the improved model show good resemblance to those obtained from a laboratory viscometer. The work also provides a reference to similar applications such as fluid transportation through pipelines where dynamic pressure dominates and therefore should be correctly predicted considering its velocity profile in a laminar condition.</abstract><cop>Reston</cop><pub>American Society of Civil Engineers</pub><doi>10.1061/(ASCE)GM.1943-5622.0002439</doi><orcidid>https://orcid.org/0000-0002-7570-2125</orcidid><orcidid>https://orcid.org/0000-0002-5591-0461</orcidid><oa>free_for_read</oa></addata></record> |
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subjects | Bentonite Dynamic pressure Fluids Laminar flow Marshes Pipe flow Pipelines Rheological properties Slurries Submarine pipelines Technical Papers Tunneling Tunneling shields Velocity Velocity distribution Velocity profiles |
title | Correction Factor on Dynamic Force in a Marsh Funnel Test for Tunneling |
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