Development of high-performance fiber-reinforced concrete for drilling wellbore walls in highly mineralized strata and its sulfate attack resistanceattack resistance
Metakaolin has been incorporated into high-performance fiber-reinforced concrete for wellbore wall drilling to enhance its durability in strata with highly mineralized water. This study established a benchmark, utilizing fly ash, slag powder, and metakaolin as the factors in an orthogonal test to as...
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| Veröffentlicht in: | Materials research express 2024-08, Vol.11 (8), p.85305 |
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| description | Metakaolin has been incorporated into high-performance fiber-reinforced concrete for wellbore wall drilling to enhance its durability in strata with highly mineralized water. This study established a benchmark, utilizing fly ash, slag powder, and metakaolin as the factors in an orthogonal test to assess the durability of concrete against sulfate attack. The range analysis and an integrated balance method were employed to optimize the mix proportion, the optimized mix proportion of high-performance concrete was determined as concrete: cement: fly ash: slag powder: metakaolin: pumping agents: gravel: sand: water: polyvinyl alcohol = 1: 0.2: 0.075: 0.05: 0.106: 2.767: 1.556: 0.371: 0.003. The apparent and microscopic morphologies before and after the erosion of both the benchmark group and optimized mix proportion group were investigated. The triaxial permeability tests were conducted on these groups under varying confining pressures to elucidate concrete permeability trends. Additionally, a damage constitutive model for concrete under a sulfate attack was formulated based on the durability tests. This study could provide valuable insights into the industrial utilization of concrete in deep shafts within highly mineralized water strata in Northwestern China. |
| doi_str_mv | 10.1088/2053-1591/ad6821 |
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This study established a benchmark, utilizing fly ash, slag powder, and metakaolin as the factors in an orthogonal test to assess the durability of concrete against sulfate attack. The range analysis and an integrated balance method were employed to optimize the mix proportion, the optimized mix proportion of high-performance concrete was determined as concrete: cement: fly ash: slag powder: metakaolin: pumping agents: gravel: sand: water: polyvinyl alcohol = 1: 0.2: 0.075: 0.05: 0.106: 2.767: 1.556: 0.371: 0.003. The apparent and microscopic morphologies before and after the erosion of both the benchmark group and optimized mix proportion group were investigated. The triaxial permeability tests were conducted on these groups under varying confining pressures to elucidate concrete permeability trends. Additionally, a damage constitutive model for concrete under a sulfate attack was formulated based on the durability tests. This study could provide valuable insights into the industrial utilization of concrete in deep shafts within highly mineralized water strata in Northwestern China.</description><identifier>ISSN: 2053-1591</identifier><identifier>EISSN: 2053-1591</identifier><identifier>DOI: 10.1088/2053-1591/ad6821</identifier><language>eng</language><publisher>Bristol: IOP Publishing</publisher><subject>Benchmarks ; Constitutive models ; Drilling ; drilling wellbore wall ; Durability ; Fiber reinforced concretes ; Fly ash ; high-performance fiber-reinforced concrete ; Metakaolin ; Mineralization ; Permeability ; Permeability tests ; Polyvinyl alcohol ; Reinforced concrete ; Slag ; strata containing water with high mineralization ; sulfate attack ; Sulfate resistance ; Water damage</subject><ispartof>Materials research express, 2024-08, Vol.11 (8), p.85305</ispartof><rights>2024 The Author(s). Published by IOP Publishing Ltd</rights><rights>2024 The Author(s). Published by IOP Publishing Ltd. 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Res. Express</addtitle><description>Metakaolin has been incorporated into high-performance fiber-reinforced concrete for wellbore wall drilling to enhance its durability in strata with highly mineralized water. This study established a benchmark, utilizing fly ash, slag powder, and metakaolin as the factors in an orthogonal test to assess the durability of concrete against sulfate attack. The range analysis and an integrated balance method were employed to optimize the mix proportion, the optimized mix proportion of high-performance concrete was determined as concrete: cement: fly ash: slag powder: metakaolin: pumping agents: gravel: sand: water: polyvinyl alcohol = 1: 0.2: 0.075: 0.05: 0.106: 2.767: 1.556: 0.371: 0.003. The apparent and microscopic morphologies before and after the erosion of both the benchmark group and optimized mix proportion group were investigated. The triaxial permeability tests were conducted on these groups under varying confining pressures to elucidate concrete permeability trends. Additionally, a damage constitutive model for concrete under a sulfate attack was formulated based on the durability tests. This study could provide valuable insights into the industrial utilization of concrete in deep shafts within highly mineralized water strata in Northwestern China.</description><subject>Benchmarks</subject><subject>Constitutive models</subject><subject>Drilling</subject><subject>drilling wellbore wall</subject><subject>Durability</subject><subject>Fiber reinforced concretes</subject><subject>Fly ash</subject><subject>high-performance fiber-reinforced concrete</subject><subject>Metakaolin</subject><subject>Mineralization</subject><subject>Permeability</subject><subject>Permeability tests</subject><subject>Polyvinyl alcohol</subject><subject>Reinforced concrete</subject><subject>Slag</subject><subject>strata containing water with high mineralization</subject><subject>sulfate attack</subject><subject>Sulfate resistance</subject><subject>Water damage</subject><issn>2053-1591</issn><issn>2053-1591</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2024</creationdate><recordtype>article</recordtype><sourceid>O3W</sourceid><sourceid>ABUWG</sourceid><sourceid>AFKRA</sourceid><sourceid>AZQEC</sourceid><sourceid>BENPR</sourceid><sourceid>CCPQU</sourceid><sourceid>DWQXO</sourceid><sourceid>DOA</sourceid><recordid>eNp1kU9vFSEUxSdGE5vavUsSF258FpiBgaWp_5o0caNrch9cXnkywwg8a_0-fk95HVNN1BXkcM7vXnK67imjLxlV6pxT0W-Y0OwcnFScPehO7qWHf9wfd2el7CmlfNS94PKk-_Eav2JMy4RzJcmT67C73iyYfcoTzBaJD1vMm4xhbpJFR2yabcbaXlImLocYw7wjNxjjNmUkNxBjIWG-I8VbMoUZM8TwvUVLzVCBwOxIqIWUQ_TQQFAr2M8kYwmlHof-JTzpHnmIBc9-nafdp7dvPl6831x9eHd58epqY7nStX2RCzkoJ7wcpJZODIJyy6lC7kBSRp2XSnoNOIoelWajd6gHCUyAQGf70-5y5boEe7PkMEG-NQmCuRNS3hnINdiIxguUwqpGEOPQc7lVw-ilHobeQe9hbKxnK2vJ6csBSzX7dMhzW9_0VPdMaiaH5qKry-ZUSkZ_P5VRc-zWHMszx_LM2m2LPF8jIS2_mVP-ZhgzylAleirM4nxzvviH87_gn_xxtTY</recordid><startdate>20240801</startdate><enddate>20240801</enddate><creator>Din, Zongchuang</creator><creator>Yao, Zhishu</creator><creator>Hu, Kun</creator><creator>Fang, Yu</creator><general>IOP Publishing</general><scope>O3W</scope><scope>TSCCA</scope><scope>AAYXX</scope><scope>CITATION</scope><scope>8FE</scope><scope>8FG</scope><scope>ABJCF</scope><scope>ABUWG</scope><scope>AFKRA</scope><scope>AZQEC</scope><scope>BENPR</scope><scope>BGLVJ</scope><scope>CCPQU</scope><scope>D1I</scope><scope>DWQXO</scope><scope>HCIFZ</scope><scope>KB.</scope><scope>PDBOC</scope><scope>PIMPY</scope><scope>PQEST</scope><scope>PQQKQ</scope><scope>PQUKI</scope><scope>PRINS</scope><scope>DOA</scope><orcidid>https://orcid.org/0009-0003-6977-1647</orcidid><orcidid>https://orcid.org/0000-0001-8321-5477</orcidid></search><sort><creationdate>20240801</creationdate><title>Development of high-performance fiber-reinforced concrete for drilling wellbore walls in highly mineralized strata and its sulfate attack resistanceattack resistance</title><author>Din, Zongchuang ; Yao, Zhishu ; Hu, Kun ; Fang, Yu</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c289t-1525648d5f64696d54502c208e2da6010df686f9ae753e8917fde946a15a5edc3</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2024</creationdate><topic>Benchmarks</topic><topic>Constitutive models</topic><topic>Drilling</topic><topic>drilling wellbore wall</topic><topic>Durability</topic><topic>Fiber reinforced concretes</topic><topic>Fly ash</topic><topic>high-performance fiber-reinforced concrete</topic><topic>Metakaolin</topic><topic>Mineralization</topic><topic>Permeability</topic><topic>Permeability tests</topic><topic>Polyvinyl alcohol</topic><topic>Reinforced concrete</topic><topic>Slag</topic><topic>strata containing water with high mineralization</topic><topic>sulfate attack</topic><topic>Sulfate resistance</topic><topic>Water damage</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Din, Zongchuang</creatorcontrib><creatorcontrib>Yao, Zhishu</creatorcontrib><creatorcontrib>Hu, Kun</creatorcontrib><creatorcontrib>Fang, Yu</creatorcontrib><collection>IOP Publishing Free Content</collection><collection>IOPscience (Open Access)</collection><collection>CrossRef</collection><collection>ProQuest SciTech Collection</collection><collection>ProQuest Technology Collection</collection><collection>Materials Science & Engineering Collection</collection><collection>ProQuest Central (Alumni Edition)</collection><collection>ProQuest Central UK/Ireland</collection><collection>ProQuest Central Essentials</collection><collection>ProQuest Central</collection><collection>Technology Collection</collection><collection>ProQuest One Community College</collection><collection>ProQuest Materials Science Collection</collection><collection>ProQuest Central Korea</collection><collection>SciTech Premium Collection</collection><collection>Materials Science Database</collection><collection>Materials Science Collection</collection><collection>Access via ProQuest (Open Access)</collection><collection>ProQuest One Academic Eastern Edition (DO NOT USE)</collection><collection>ProQuest One Academic</collection><collection>ProQuest One Academic UKI Edition</collection><collection>ProQuest Central China</collection><collection>DOAJ Directory of Open Access Journals</collection><jtitle>Materials research express</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Din, Zongchuang</au><au>Yao, Zhishu</au><au>Hu, Kun</au><au>Fang, Yu</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Development of high-performance fiber-reinforced concrete for drilling wellbore walls in highly mineralized strata and its sulfate attack resistanceattack resistance</atitle><jtitle>Materials research express</jtitle><stitle>MRX</stitle><addtitle>Mater. 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The apparent and microscopic morphologies before and after the erosion of both the benchmark group and optimized mix proportion group were investigated. The triaxial permeability tests were conducted on these groups under varying confining pressures to elucidate concrete permeability trends. Additionally, a damage constitutive model for concrete under a sulfate attack was formulated based on the durability tests. This study could provide valuable insights into the industrial utilization of concrete in deep shafts within highly mineralized water strata in Northwestern China.</abstract><cop>Bristol</cop><pub>IOP Publishing</pub><doi>10.1088/2053-1591/ad6821</doi><tpages>18</tpages><orcidid>https://orcid.org/0009-0003-6977-1647</orcidid><orcidid>https://orcid.org/0000-0001-8321-5477</orcidid><oa>free_for_read</oa></addata></record> |
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| subjects | Benchmarks Constitutive models Drilling drilling wellbore wall Durability Fiber reinforced concretes Fly ash high-performance fiber-reinforced concrete Metakaolin Mineralization Permeability Permeability tests Polyvinyl alcohol Reinforced concrete Slag strata containing water with high mineralization sulfate attack Sulfate resistance Water damage |
| title | Development of high-performance fiber-reinforced concrete for drilling wellbore walls in highly mineralized strata and its sulfate attack resistanceattack resistance |
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