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    National Strategic Crude Oil Storage in the Weeks Island Dome Salt Mine—Part II: Rock Mechanics Evaluation

    Source: Journal of Energy Resources Technology:;1979:;volume( 101 ):;issue: 002::page 87
    Author:
    L. L. Van Sambeek
    ,
    M. Ashraf Mahtab
    ,
    F. D. Hansen
    ,
    P. F. Gnirk
    DOI: 10.1115/1.3446908
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: This paper, the second in a series of two, presents the results of a rock mechanics evaluation of the Weeks Island dome salt mine. The purpose of the evaluation was to assess the structural stability of the old mine workings in conjunction with a proposed new deeper mine level during the use of the facility for the long-term storage of crude oil under the Federal Energy Administration’s Strategic Petroleum Reserve Program. The scope of the work involved laboratory testing of the strength and deformational characteristics of the rock salt; determination of a minimum web (or sill) thickness between the old workings (within which crude oil would be stored) and a proposed new mine level development below; and assessment of the effects of crude oil emplacement and withdrawal on the mine stability, as related to both the old workings and the proposed new mine level development. The finite element results, wherein use was made of the strength and deformation properties of the salt from the laboratory tests, indicated that a minimum sill thickness of 90 m (300 ft) should be maintained between the old mine workings and the new level development. Furthermore, the emplacement and withdrawl of crude oil from the old workings will have little influence on pillar and sill stabilities for the entire mine, including the proposed lower level development. The only noticeable effect could, perhaps, be obtained in the creep rate due to changing stress conditions.
    keyword(s): Domes (Structural elements) , Rock mechanics , Crude oil , Storage , Thickness , Petroleum , Rocks , Testing , Stress , Structural stability , Finite element analysis , Stability , Deformation , Creep AND Columns (Structural) ,
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      National Strategic Crude Oil Storage in the Weeks Island Dome Salt Mine—Part II: Rock Mechanics Evaluation

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/92027
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    • Journal of Energy Resources Technology

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    contributor authorL. L. Van Sambeek
    contributor authorM. Ashraf Mahtab
    contributor authorF. D. Hansen
    contributor authorP. F. Gnirk
    date accessioned2017-05-08T23:06:31Z
    date available2017-05-08T23:06:31Z
    date copyrightJune, 1979
    date issued1979
    identifier issn0195-0738
    identifier otherJERTD2-26374#87_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/92027
    description abstractThis paper, the second in a series of two, presents the results of a rock mechanics evaluation of the Weeks Island dome salt mine. The purpose of the evaluation was to assess the structural stability of the old mine workings in conjunction with a proposed new deeper mine level during the use of the facility for the long-term storage of crude oil under the Federal Energy Administration’s Strategic Petroleum Reserve Program. The scope of the work involved laboratory testing of the strength and deformational characteristics of the rock salt; determination of a minimum web (or sill) thickness between the old workings (within which crude oil would be stored) and a proposed new mine level development below; and assessment of the effects of crude oil emplacement and withdrawal on the mine stability, as related to both the old workings and the proposed new mine level development. The finite element results, wherein use was made of the strength and deformation properties of the salt from the laboratory tests, indicated that a minimum sill thickness of 90 m (300 ft) should be maintained between the old mine workings and the new level development. Furthermore, the emplacement and withdrawl of crude oil from the old workings will have little influence on pillar and sill stabilities for the entire mine, including the proposed lower level development. The only noticeable effect could, perhaps, be obtained in the creep rate due to changing stress conditions.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleNational Strategic Crude Oil Storage in the Weeks Island Dome Salt Mine—Part II: Rock Mechanics Evaluation
    typeJournal Paper
    journal volume101
    journal issue2
    journal titleJournal of Energy Resources Technology
    identifier doi10.1115/1.3446908
    journal fristpage87
    journal lastpage92
    identifier eissn1528-8994
    keywordsDomes (Structural elements)
    keywordsRock mechanics
    keywordsCrude oil
    keywordsStorage
    keywordsThickness
    keywordsPetroleum
    keywordsRocks
    keywordsTesting
    keywordsStress
    keywordsStructural stability
    keywordsFinite element analysis
    keywordsStability
    keywordsDeformation
    keywordsCreep AND Columns (Structural)
    treeJournal of Energy Resources Technology:;1979:;volume( 101 ):;issue: 002
    contenttypeFulltext
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