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

    Damage of Marble from Cyclic Loading 

    Source: Journal of Materials in Civil Engineering:;2001:;Volume ( 013 ):;issue: 006
    Author(s): Sara Cattaneo; Joseph F. Labuz
    Publisher: American Society of Civil Engineers
    Abstract: The behavior of marble was investigated to evaluate the damage and failure mechanisms produced from cyclic loading. Approximately 100 cycles of increasing load steps, representing low cycle fatigue, were imposed on beams ...
    Request PDF

    Stress Path Testing of an Anisotropic Sandstone 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2007:;Volume ( 133 ):;issue: 001
    Author(s): William Dehler; Joseph F. Labuz
    Publisher: American Society of Civil Engineers
    Abstract: The Berea sandstone used in this study is transversely isotropic with respect to elastic response, with
    Request PDF

    Soil-Structure Interaction of an Earth Pressure Cell 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2011:;Volume ( 137 ):;issue: 009
    Author(s): Gregory S. Wachman; Joseph F. Labuz
    Publisher: American Society of Civil Engineers
    Abstract: The output from an earth pressure cell (EPC) is usually related to the normal stress in soil through fluid calibration, where a known pressure is applied to the EPC and the output is recorded. However, distribution of ...
    Request PDF

    Performance of a Cantilever Retaining Wall 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2006:;Volume ( 132 ):;issue: 008
    Author(s): Joseph G. Bentler; Joseph F. Labuz
    Publisher: American Society of Civil Engineers
    Abstract: Earth pressure cells, tiltmeters, strain gauges, inclinometer casings, and survey reflectors were installed during construction of a reinforced concrete cantilever retaining wall. A data acquisition system with remote ...
    Request PDF

    Closure to “Performance of a Cantilever Retaining Wall” by Joseph G. Bentler and Joseph F. Labuz 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2007:;Volume ( 133 ):;issue: 012
    Author(s): Joseph G. Bentler; Joseph F. Labuz
    Publisher: American Society of Civil Engineers
    Request PDF

    Nondestructive Evaluation of Pile Length for High-Mast Light Towers 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2024:;Volume ( 150 ):;issue: 008:;page 04024059-1
    Author(s): Daniel V. Kennedy; Bojan B. Guzina; Joseph F. Labuz
    Publisher: American Society of Civil Engineers
    Abstract: Records of pile lengths are not available for several hundred high-mast light towers (HMLTs) throughout the state of Minnesota. The foundation systems, typically steel H-piles or concrete-filled steel pipe piles connected ...
    Request PDF

    Revising Thermal Stresses in the TSRST for Low-Temperature Cracking Prediction 

    Source: Journal of Materials in Civil Engineering:;2009:;Volume ( 021 ):;issue: 011
    Author(s): Raul A. Velásquez; Joseph F. Labuz; Mihai O. Marasteanu; Adam M. Zofka
    Publisher: American Society of Civil Engineers
    Abstract: Two methods are proposed to correct stresses measured with the thermal stress restrained specimen test (TSRST) due to specimen bending. The first method estimates the bending stress from the angle of rotation of the specimen ...
    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

    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