YaBeSH Engineering and Technology Library

    • Journals
    • PaperQuest
    • YSE Standards
    • YaBeSH
    • Login
    Search 
    •   YE&T Library
    • Search
    •   YE&T Library
    • Search
    • 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.

    Search

    Show Advanced FiltersHide Advanced Filters

    Filters

    Use filters to refine the search results.

    Now showing items 1-7 of 7

    • Relevance
    • Title Asc
    • Title Desc
    • Year Asc
    • Year Desc
    • 5
    • 10
    • 20
    • 40
    • 60
    • 80
    • 100
  • Export
    • CSV
    • RIS
    • Sort Options:
    • Relevance
    • Title Asc
    • Title Desc
    • Issue Date Asc
    • Issue Date Desc
    • Results Per Page:
    • 5
    • 10
    • 20
    • 40
    • 60
    • 80
    • 100

    An Analytical Solution of Fracture Induced Stress and Its Application in Shale Gas Exploitation 

    Source: Journal of Energy Resources Technology:;2014:;volume( 136 ):;issue: 002:;page 23102
    Author(s): Li, Jia; Guo, Boyun; Feng, Yin
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Natural gas and oil exploration and production from shale formations have gained a great momentum in many regions in the past five years. Producing hydrocarbons from shale is challenging because of low productivity of ...
    Request PDF

    Constitutive Modeling for Transparent Granular Soils 

    Source: International Journal of Geomechanics:;2017:;Volume ( 017 ):;issue: 007
    Author(s): Yang Xiao; Yifei Sun; Feng Yin; Hanlong Liu; Jia Xiang
    Publisher: American Society of Civil Engineers
    Abstract: Transparent granular soil was recently found to be greatly useful for observations of the internal deformation in geotechnical model tests. Therefore, it is necessary to investigate the stress–strain and stress–dilatancy ...
    Request PDF

    Model Tests on Soil Movement during the Installation of Piles in Transparent Granular Soil 

    Source: International Journal of Geomechanics:;2017:;Volume ( 017 ):;issue: 004
    Author(s): Yang Xiao; Feng Yin; Hanlong Liu; Jian Chu; Wengang Zhang
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents model tests on the displacement characteristics of flat-ended piles, pipe piles, and piles with a cone tip of 45º in a transparent granular soil. The testing setup consisted of transparent granular soil, ...
    Request PDF

    Residual Vibration Suppression for Duffing Nonlinear Systems With Electromagnetical Actuation Using Nonlinear Command Shaping Techniques 

    Source: Journal of Vibration and Acoustics:;2006:;volume( 128 ):;issue: 006:;page 778
    Author(s): Kuo-Shen Chen; Tian-Shiang Yang; Jui-Feng Yin
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Residual vibration control is crucial for numerous applications in precision machinery with negligible damping such as magnetically actuated systems. In certain magnetically actuated applications, ...
    Request PDF

    Numerical Modeling of the Behaviors of Sacrificial Polymers on Reducing Surfactant Loss 

    Source: Journal of Energy Resources Technology:;2020:;volume( 142 ):;issue: 009
    Author(s): Shi, Erxiu; Cure, David; Feng, Yin; Ying, Hao
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The use of surfactants to alter the reservoir hydrocarbons affinity toward the injection fluids is an effective method to improve oil recovery for depleted reservoirs. However, the actual field applications of this technique ...
    Request PDF

    New Gradation Equation and Applicability for Particle-Size Distributions of Various Soils 

    Source: International Journal of Geomechanics:;2018:;Volume ( 018 ):;issue: 002
    Author(s): Zhu Jun-Gao;Guo Wan-Li;Wen Yan-Feng;Yin Jian-Hua;Zhou Cheng
    Publisher: American Society of Civil Engineers
    Abstract: A new gradation equation that can describe the particle-size distribution curves of soils with continuous gradation is presented. The results obtained for a large amount of test data from soil gradations prove that the ...
    Request PDF

    Estimation of Robustness of Time Integration Algorithms for Elasto-Viscoplastic Modeling of Soils 

    Source: International Journal of Geomechanics:;2019:;Volume ( 019 ):;issue: 002
    Author(s): Zhen-Yu Yin; Jian Li; Yin-Fu Jin; Feng-Yin Liu
    Publisher: American Society of Civil Engineers
    Abstract: Time integration with stress–strain updating is a key step for the application of elasto-viscoplastic models to engineering practice. Currently, the estimation robustness of algorithms is lacking, which poses difficulties ...
    Request PDF
    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian
     

    Author

    ... View More

    Publisher

    Year

    Type

    Content Type

    Publication Title

    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian