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 1-10 of 22

    • 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

    Moisture Diffusion in Shallow Clay Masses 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2007:;Volume ( 133 ):;issue: 010
    Author(s): Charles Aubeny; Xiaoyan Long
    Publisher: American Society of Civil Engineers
    Abstract: Seasonal cycles of moisture and suction variation in shallow clay masses create repeating episodes of soil shrinkage and swelling that can adversely affect a wide variety of structures including pavements, shallow foundations, ...
    Request PDF

    A p-y Analysis of Laterally Loaded Offshore-Well Conductors and Piles Installed in Normally Consolidated to Lightly Overconsolidated Clays 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2020:;Volume ( 146 ):;issue: 006
    Author(s): Olusola Komolafe; Charles Aubeny
    Publisher: ASCE
    Abstract: This paper presents a cyclic equivalent spring (p-y) model describing lateral soil resistance on offshore well conductors and piles in normally to lightly overconsolidated clays subjected to fatigue cyclic motions. Improved ...
    Request PDF

    Lateral Undrained Capacity of a Multiline Ring Anchor in Clay 

    Source: International Journal of Geomechanics:;2021:;Volume ( 021 ):;issue: 005:;page 04021047-1
    Author(s): Junho Lee; Charles P. Aubeny
    Publisher: ASCE
    Abstract: Offshore wind energy is an attractive alternative in pursuing the nation's clean energy goals due to the significant demand for electricity in the coastal areas of the United States. Locating sites further offshore in ...
    Request PDF

    Experimental and Numerical Investigation of the Performance of Piles and Suction Caissons Subjected to Inclined Cyclic Loading in Cohesive Soils 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2022:;Volume ( 148 ):;issue: 006:;page 04022036
    Author(s): Husham A. Al-Janabi; Charles P. Aubeny
    Publisher: ASCE
    Abstract: Cyclic loading on caisson and pile anchors can be a significant design issue, particularly with respect to cumulative vertical displacements that can lead to reduction in embedment depth and load capacity of the anchor. ...
    Request PDF

    Mechanics of Drag Embedment Anchors in a Soft Seabed 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2010:;Volume ( 136 ):;issue: 001
    Author(s): C. P. Aubeny; C. Chi
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents an analysis of the load capacity and trajectory of a drag embedment anchor in a soft seabed. Anchor capacity relationships are developed for an idealized anchor comprising a rectangular fluke and a ...
    Request PDF

    Analytical Model for Vertically Loaded Anchor Performance 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2014:;Volume ( 140 ):;issue: 001
    Author(s): Charles; Aubeny; Chao-Ming; Chi
    Publisher: American Society of Civil Engineers
    Abstract: Vertically loaded anchors (VLAs) are installed in a manner similar to drag-embedded anchors, except that after initial drag installation the anchor shank is released to enhance pullout capacity. Because of their lightness ...
    Request PDF

    Interpretation of Impact Penetration Measurements in Soft Clays 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2006:;Volume ( 132 ):;issue: 006
    Author(s): C. P. Aubeny; H. Shi
    Publisher: American Society of Civil Engineers
    Abstract: The need for obtaining estimates of undrained shear strength of shallow seafloor sediments often arises in offshore engineering practice. Impact penetrometers offer a promising means of obtaining strength estimates in such ...
    Request PDF

    Seafloor-Riser Interaction Model 

    Source: International Journal of Geomechanics:;2009:;Volume ( 009 ):;issue: 003
    Author(s): Charles P. Aubeny; Giovanna Biscontin
    Publisher: American Society of Civil Engineers
    Abstract: Fatigue stresses associated with extreme storms, vessel movements, and vortex-induced vibrations are critical to the performance of steel catenary risers. The critical location for fatigue damage often occurs within the ...
    Request PDF

    Numerical Investigation of Uplift Behavior of Circular Plate Anchors in Uniform Sand 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2019:;Volume ( 145 ):;issue: 009
    Author(s): Nabil Al Hakeem; Charles Aubeny
    Publisher: American Society of Civil Engineers
    Abstract: Embedded plates provide an attractive anchorage alternative for mooring floating structures owing to their light weight and high efficiency. They can be installed through a variety of means, including suction, driving, or ...
    Request PDF

    Undrained Sliding Resistance of Shallow Foundations Subject to Torsion 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2014:;Volume ( 140 ):;issue: 008
    Author(s): Hamidreza; Nouri; Giovanna; Biscontin; Charles P.; Aubeny
    Publisher: American Society of Civil Engineers
    Abstract: Although the behavior of shallow foundations under vertical load combinations has been the subject of numerous studies, the response of shallow foundations subjected to combined horizontal and torsional loading has received ...
    Request PDF
    • 1
    • 2
    • 3
    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