YaBeSH Engineering and Technology Library

    • Journals
    • PaperQuest
    • YSE Standards
    • YaBeSH
    • Login
    View Item 
    •   YE&T Library
    • ASCE
    • International Journal of Geomechanics
    • View Item
    •   YE&T Library
    • ASCE
    • International Journal of Geomechanics
    • View Item
    • All Fields
    • Source Title
    • Year
    • Publisher
    • Title
    • Subject
    • Author
    • DOI
    • ISBN
    Advanced Search
    JavaScript is disabled for your browser. Some features of this site may not work without it.

    Archive

    Quantifying the Effect of Rock Strength Criteria on Minimum Drilling Mud Weight Prediction Using Polyaxial Rock Strength Test Data

    Source: International Journal of Geomechanics:;2006:;Volume ( 006 ):;issue: 004
    Author:
    Xianjie Yi
    ,
    Seehong Ong
    ,
    James E. Russell
    DOI: 10.1061/(ASCE)1532-3641(2006)6:4(260)
    Publisher: American Society of Civil Engineers
    Abstract: In engineering practice, a linear poroelasticity stress model in combination with a rock strength criterion is commonly used to determine a minimum mud weight for stable well drilling. Rock strength criterion therefore plays a key role in minimum mud weight prediction. There are a variety of rock strength criteria available in the literature. It is well known that all those criteria fall into two categories: intermediate principal stress dependent (
    • Download: (952.1Kb)
    • Show Full MetaData Hide Full MetaData
    • Get RIS
    • Item Order
    • Go To Publisher
    • Statistics

      Quantifying the Effect of Rock Strength Criteria on Minimum Drilling Mud Weight Prediction Using Polyaxial Rock Strength Test Data

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/55060
    Collections
    • International Journal of Geomechanics

    Show full item record

    contributor authorXianjie Yi
    contributor authorSeehong Ong
    contributor authorJames E. Russell
    date accessioned2017-05-08T21:31:55Z
    date available2017-05-08T21:31:55Z
    date copyrightJuly 2006
    date issued2006
    identifier other%28asce%291532-3641%282006%296%3A4%28260%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/55060
    description abstractIn engineering practice, a linear poroelasticity stress model in combination with a rock strength criterion is commonly used to determine a minimum mud weight for stable well drilling. Rock strength criterion therefore plays a key role in minimum mud weight prediction. There are a variety of rock strength criteria available in the literature. It is well known that all those criteria fall into two categories: intermediate principal stress dependent (
    publisherAmerican Society of Civil Engineers
    titleQuantifying the Effect of Rock Strength Criteria on Minimum Drilling Mud Weight Prediction Using Polyaxial Rock Strength Test Data
    typeJournal Paper
    journal volume6
    journal issue4
    journal titleInternational Journal of Geomechanics
    identifier doi10.1061/(ASCE)1532-3641(2006)6:4(260)
    treeInternational Journal of Geomechanics:;2006:;Volume ( 006 ):;issue: 004
    contenttypeFulltext
    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian
     
    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian