Mechanical Properties of Rock Salt from the Kłodawa Salt Dome-A Statistical Analysis of Geomechanical Data
Rock salt is a potential medium for underground storage of energy resources and radioactive substances due to its physical and mechanical properties, distinguishing it from other rock media. Designing storage facilities that ensure stability, tightness, and safety requires understanding the geomecha...
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description | Rock salt is a potential medium for underground storage of energy resources and radioactive substances due to its physical and mechanical properties, distinguishing it from other rock media. Designing storage facilities that ensure stability, tightness, and safety requires understanding the geomechanical properties of rock salt. Despite numerous research efforts on the behaviour of rock salt mass, many cases still show unfavourable phenomena occurring within it. Therefore, the formulation of strength criteria in a three-dimensional stress state and the prediction of deformation processes significantly impact the functionality of storage in salt caverns. This article presents rock salt's mechanical properties from the Kłodawa salt dome and a statistical analysis of the determined geomechanical data. The analysis is divided into individual mining fields (Fields 1-6). The analysis of numerical parameter values obtained in uniaxial compression tests for rock salt from mining Fields 1-6 indicates an average variation in their strength and deformation properties. Upon comparing the results of Young's modulus (E) with uniaxial compressive strength (UCS), its value was observed with a decrease in uniaxial compressive strength (E = 4.19968·UCS
, R-square = -0.61). The tensile strength of rock salt from mining Fields 1-6 also exhibits moderate variability. An increasing trend in tensile strength was observed with increased bulk density (σ
= 0.0027697·ρ - 4.5892, r = 0.60). However, the results of triaxial tests indicated that within the entire range of normal stresses, the process of increasing maximum shear stresses occurs linearly ((σ
- σ
)/2 = ((σ
+ σ
)/2)·0.610676 + 2.28335, r = 0.92). A linear relationship was also obtained for failure stresses as a function of radial stresses (σ
= σ
·2.51861 + 32.9488, r = 0.73). Based on the results, the most homogeneous rock salt was from Field 2 and Field 6, while the most variable rock salt was from Field 3. |
doi_str_mv | 10.3390/ma17143564 |
format | Article |
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, R-square = -0.61). The tensile strength of rock salt from mining Fields 1-6 also exhibits moderate variability. An increasing trend in tensile strength was observed with increased bulk density (σ
= 0.0027697·ρ - 4.5892, r = 0.60). However, the results of triaxial tests indicated that within the entire range of normal stresses, the process of increasing maximum shear stresses occurs linearly ((σ
- σ
)/2 = ((σ
+ σ
)/2)·0.610676 + 2.28335, r = 0.92). A linear relationship was also obtained for failure stresses as a function of radial stresses (σ
= σ
·2.51861 + 32.9488, r = 0.73). Based on the results, the most homogeneous rock salt was from Field 2 and Field 6, while the most variable rock salt was from Field 3.</description><identifier>ISSN: 1996-1944</identifier><identifier>EISSN: 1996-1944</identifier><identifier>DOI: 10.3390/ma17143564</identifier><identifier>PMID: 39063857</identifier><language>eng</language><publisher>Switzerland: MDPI AG</publisher><subject>Bulk density ; Compression tests ; Compressive strength ; Data analysis ; Deformation ; Deformation analysis ; Energy resources ; Energy sources ; Energy storage ; Geology ; Geomechanics ; Impact analysis ; Mechanical properties ; Modulus of elasticity ; Normal stress ; Permeability ; Physical properties ; Potassium ; Rock properties ; Salt ; Salt domes ; Sea level ; Shear strength ; Shear stress ; Statistical analysis ; Storage facilities ; Stress state ; Tensile strength ; Three dimensional analysis ; Tightness ; Triaxial tests ; Underground caverns ; Underground storage</subject><ispartof>Materials, 2024-07, Vol.17 (14), p.3564</ispartof><rights>2024 by the authors. Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license (https://creativecommons.org/licenses/by/4.0/). Notwithstanding the ProQuest Terms and Conditions, you may use this content in accordance with the terms of the License.</rights><lds50>peer_reviewed</lds50><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed><cites>FETCH-LOGICAL-c240t-41ec34bad858b55f5c090a3ab2d8986825a806e41b445c7ca48c1dcf1c7404283</cites><orcidid>0000-0001-6341-4954 ; 0000-0001-6344-394X ; 0000-0002-9371-455X</orcidid></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><link.rule.ids>314,780,784,27924,27925</link.rule.ids><backlink>$$Uhttps://www.ncbi.nlm.nih.gov/pubmed/39063857$$D View this record in MEDLINE/PubMed$$Hfree_for_read</backlink></links><search><creatorcontrib>Kolano, Malwina</creatorcontrib><creatorcontrib>Cała, Marek</creatorcontrib><creatorcontrib>Stopkowicz, Agnieszka</creatorcontrib><title>Mechanical Properties of Rock Salt from the Kłodawa Salt Dome-A Statistical Analysis of Geomechanical Data</title><title>Materials</title><addtitle>Materials (Basel)</addtitle><description>Rock salt is a potential medium for underground storage of energy resources and radioactive substances due to its physical and mechanical properties, distinguishing it from other rock media. Designing storage facilities that ensure stability, tightness, and safety requires understanding the geomechanical properties of rock salt. Despite numerous research efforts on the behaviour of rock salt mass, many cases still show unfavourable phenomena occurring within it. Therefore, the formulation of strength criteria in a three-dimensional stress state and the prediction of deformation processes significantly impact the functionality of storage in salt caverns. This article presents rock salt's mechanical properties from the Kłodawa salt dome and a statistical analysis of the determined geomechanical data. The analysis is divided into individual mining fields (Fields 1-6). The analysis of numerical parameter values obtained in uniaxial compression tests for rock salt from mining Fields 1-6 indicates an average variation in their strength and deformation properties. Upon comparing the results of Young's modulus (E) with uniaxial compressive strength (UCS), its value was observed with a decrease in uniaxial compressive strength (E = 4.19968·UCS
, R-square = -0.61). The tensile strength of rock salt from mining Fields 1-6 also exhibits moderate variability. An increasing trend in tensile strength was observed with increased bulk density (σ
= 0.0027697·ρ - 4.5892, r = 0.60). However, the results of triaxial tests indicated that within the entire range of normal stresses, the process of increasing maximum shear stresses occurs linearly ((σ
- σ
)/2 = ((σ
+ σ
)/2)·0.610676 + 2.28335, r = 0.92). A linear relationship was also obtained for failure stresses as a function of radial stresses (σ
= σ
·2.51861 + 32.9488, r = 0.73). Based on the results, the most homogeneous rock salt was from Field 2 and Field 6, while the most variable rock salt was from Field 3.</description><subject>Bulk density</subject><subject>Compression tests</subject><subject>Compressive strength</subject><subject>Data analysis</subject><subject>Deformation</subject><subject>Deformation analysis</subject><subject>Energy resources</subject><subject>Energy sources</subject><subject>Energy storage</subject><subject>Geology</subject><subject>Geomechanics</subject><subject>Impact analysis</subject><subject>Mechanical properties</subject><subject>Modulus of elasticity</subject><subject>Normal stress</subject><subject>Permeability</subject><subject>Physical properties</subject><subject>Potassium</subject><subject>Rock properties</subject><subject>Salt</subject><subject>Salt domes</subject><subject>Sea level</subject><subject>Shear strength</subject><subject>Shear stress</subject><subject>Statistical analysis</subject><subject>Storage facilities</subject><subject>Stress state</subject><subject>Tensile strength</subject><subject>Three dimensional analysis</subject><subject>Tightness</subject><subject>Triaxial tests</subject><subject>Underground caverns</subject><subject>Underground storage</subject><issn>1996-1944</issn><issn>1996-1944</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2024</creationdate><recordtype>article</recordtype><sourceid>ABUWG</sourceid><sourceid>AFKRA</sourceid><sourceid>AZQEC</sourceid><sourceid>BENPR</sourceid><sourceid>CCPQU</sourceid><sourceid>DWQXO</sourceid><recordid>eNpdkVFLwzAQx4MoTuZe_ABS8EWEatIkbfI4Np3iRHH6XK5pyrq1y0xSZK9-N7-XdZtTvJc77n7_P9wdQicEX1Iq8VUNJCGM8pjtoSMiZRwSydj-n7qDes7NcBuUEhHJQ9RphTEVPDlC8wetprAoFVTBkzVLbX2pXWCK4NmoeTCBygeFNXXgpzq4__wwObzDpj00tQ77wcSDL51fO_QXUK1cudaPdDvfeQ_BwzE6KKByurfNXfR6c_0yuA3Hj6O7QX8cqohhHzKiFWUZ5IKLjPOCKywxUMiiXEgRi4iDwLFmJGOMq0QBE4rkqiAqYZhFgnbR-cZ3ac1bo51P69IpXVWw0KZxKcWCEyKjJG7Rs3_ozDS23WJDYRzLiLXUxYZS1jhndZEubVmDXaUEp99fSH-_0MKnW8smq3W-Q39uTr8A5JeAtQ</recordid><startdate>20240718</startdate><enddate>20240718</enddate><creator>Kolano, Malwina</creator><creator>Cała, Marek</creator><creator>Stopkowicz, Agnieszka</creator><general>MDPI AG</general><scope>NPM</scope><scope>AAYXX</scope><scope>CITATION</scope><scope>7SR</scope><scope>8FD</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>JG9</scope><scope>KB.</scope><scope>PDBOC</scope><scope>PIMPY</scope><scope>PQEST</scope><scope>PQQKQ</scope><scope>PQUKI</scope><scope>PRINS</scope><scope>7X8</scope><orcidid>https://orcid.org/0000-0001-6341-4954</orcidid><orcidid>https://orcid.org/0000-0001-6344-394X</orcidid><orcidid>https://orcid.org/0000-0002-9371-455X</orcidid></search><sort><creationdate>20240718</creationdate><title>Mechanical Properties of Rock Salt from the Kłodawa Salt Dome-A Statistical Analysis of Geomechanical Data</title><author>Kolano, Malwina ; Cała, Marek ; Stopkowicz, Agnieszka</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c240t-41ec34bad858b55f5c090a3ab2d8986825a806e41b445c7ca48c1dcf1c7404283</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2024</creationdate><topic>Bulk density</topic><topic>Compression tests</topic><topic>Compressive strength</topic><topic>Data analysis</topic><topic>Deformation</topic><topic>Deformation analysis</topic><topic>Energy resources</topic><topic>Energy sources</topic><topic>Energy storage</topic><topic>Geology</topic><topic>Geomechanics</topic><topic>Impact analysis</topic><topic>Mechanical properties</topic><topic>Modulus of elasticity</topic><topic>Normal stress</topic><topic>Permeability</topic><topic>Physical properties</topic><topic>Potassium</topic><topic>Rock properties</topic><topic>Salt</topic><topic>Salt domes</topic><topic>Sea level</topic><topic>Shear strength</topic><topic>Shear stress</topic><topic>Statistical analysis</topic><topic>Storage facilities</topic><topic>Stress state</topic><topic>Tensile strength</topic><topic>Three dimensional analysis</topic><topic>Tightness</topic><topic>Triaxial tests</topic><topic>Underground caverns</topic><topic>Underground storage</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Kolano, Malwina</creatorcontrib><creatorcontrib>Cała, Marek</creatorcontrib><creatorcontrib>Stopkowicz, Agnieszka</creatorcontrib><collection>PubMed</collection><collection>CrossRef</collection><collection>Engineered Materials Abstracts</collection><collection>Technology Research Database</collection><collection>ProQuest SciTech Collection</collection><collection>ProQuest Technology Collection</collection><collection>Materials Science & Engineering Collection</collection><collection>ProQuest Central (Alumni)</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</collection><collection>SciTech Premium Collection (Proquest) (PQ_SDU_P3)</collection><collection>Materials Research Database</collection><collection>Materials Science Database</collection><collection>Materials Science Collection</collection><collection>Publicly Available Content Database</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>MEDLINE - Academic</collection><jtitle>Materials</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Kolano, Malwina</au><au>Cała, Marek</au><au>Stopkowicz, Agnieszka</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Mechanical Properties of Rock Salt from the Kłodawa Salt Dome-A Statistical Analysis of Geomechanical Data</atitle><jtitle>Materials</jtitle><addtitle>Materials (Basel)</addtitle><date>2024-07-18</date><risdate>2024</risdate><volume>17</volume><issue>14</issue><spage>3564</spage><pages>3564-</pages><issn>1996-1944</issn><eissn>1996-1944</eissn><abstract>Rock salt is a potential medium for underground storage of energy resources and radioactive substances due to its physical and mechanical properties, distinguishing it from other rock media. Designing storage facilities that ensure stability, tightness, and safety requires understanding the geomechanical properties of rock salt. Despite numerous research efforts on the behaviour of rock salt mass, many cases still show unfavourable phenomena occurring within it. Therefore, the formulation of strength criteria in a three-dimensional stress state and the prediction of deformation processes significantly impact the functionality of storage in salt caverns. This article presents rock salt's mechanical properties from the Kłodawa salt dome and a statistical analysis of the determined geomechanical data. The analysis is divided into individual mining fields (Fields 1-6). The analysis of numerical parameter values obtained in uniaxial compression tests for rock salt from mining Fields 1-6 indicates an average variation in their strength and deformation properties. Upon comparing the results of Young's modulus (E) with uniaxial compressive strength (UCS), its value was observed with a decrease in uniaxial compressive strength (E = 4.19968·UCS
, R-square = -0.61). The tensile strength of rock salt from mining Fields 1-6 also exhibits moderate variability. An increasing trend in tensile strength was observed with increased bulk density (σ
= 0.0027697·ρ - 4.5892, r = 0.60). However, the results of triaxial tests indicated that within the entire range of normal stresses, the process of increasing maximum shear stresses occurs linearly ((σ
- σ
)/2 = ((σ
+ σ
)/2)·0.610676 + 2.28335, r = 0.92). A linear relationship was also obtained for failure stresses as a function of radial stresses (σ
= σ
·2.51861 + 32.9488, r = 0.73). Based on the results, the most homogeneous rock salt was from Field 2 and Field 6, while the most variable rock salt was from Field 3.</abstract><cop>Switzerland</cop><pub>MDPI AG</pub><pmid>39063857</pmid><doi>10.3390/ma17143564</doi><orcidid>https://orcid.org/0000-0001-6341-4954</orcidid><orcidid>https://orcid.org/0000-0001-6344-394X</orcidid><orcidid>https://orcid.org/0000-0002-9371-455X</orcidid><oa>free_for_read</oa></addata></record> |
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subjects | Bulk density Compression tests Compressive strength Data analysis Deformation Deformation analysis Energy resources Energy sources Energy storage Geology Geomechanics Impact analysis Mechanical properties Modulus of elasticity Normal stress Permeability Physical properties Potassium Rock properties Salt Salt domes Sea level Shear strength Shear stress Statistical analysis Storage facilities Stress state Tensile strength Three dimensional analysis Tightness Triaxial tests Underground caverns Underground storage |
title | Mechanical Properties of Rock Salt from the Kłodawa Salt Dome-A Statistical Analysis of Geomechanical Data |
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