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 10

    • 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

    Fissure Parameters in Stiff Clays under Compression 

    Source: Journal of Geotechnical Engineering:;1989:;Volume ( 115 ):;issue: 009
    Author(s): Luis E. Vallejo
    Publisher: American Society of Civil Engineers
    Abstract: Stiff clays and shales forming part of natural slopes and earth dams contain fissures in their structure. Very little is known about the effect that fissure parameters such as orientation, length, number of fissures, and ...
    Request PDF

    Closure to “<i>Fissure Parameters in Stiff Clays under Compression</i>” by Luis E. Vallejo (September, 1989, Vol. 115, No. 9) 

    Source: Journal of Geotechnical Engineering:;1991:;Volume ( 117 ):;issue: 005
    Author(s): Luis E. Vallejo
    Publisher: American Society of Civil Engineers
    Request PDF

    Discussion: Modeling Lateral Sliding of Slope due to Liquefaction of Sand Layer 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;1997:;Volume ( 123 ):;issue: 001
    Author(s): Luis E. Vallejo
    Publisher: American Society of Civil Engineers
    Request PDF

    Discussion of “<i>Effect of Gravel on Hydraulic Conductivity of Compacted Soil Liners</i>” by Thomas L. Shelley and David E. Daniel (January, 1993, Vol. 119, No. 1) 

    Source: Journal of Geotechnical Engineering:;1994:;Volume ( 120 ):;issue: 005
    Author(s): Luis E. Vallejo; Yun Zhou
    Publisher: American Society of Civil Engineers
    Request PDF

    Fractal Approach to Measuring Roughness of Geomembranes 

    Source: Journal of Geotechnical Engineering:;1995:;Volume ( 121 ):;issue: 005
    Author(s): Luis E. Vallejo; Yun Zhou
    Publisher: American Society of Civil Engineers
    Abstract: Fractal analysis was used to evaluate the roughness of four commercially available geomembranes used in waste-containment systems. Fractal analysis uses the concept of the fractal dimension
    Request PDF

    Application of Weibull Statistics to the Tensile Strength of Rock Aggregates 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2006:;Volume ( 132 ):;issue: 006
    Author(s): Sebastian Lobo-Guerrero; Luis E. Vallejo
    Publisher: American Society of Civil Engineers
    Abstract: Rock aggregates forming part of engineering structures such as embankments, rock fills, pile foundations, and pavements are subjected to static and dynamic loads. As a result of these loads crushing occurs in two different ...
    Request PDF

    Discrete Element Method Evaluation of Granular Crushing Under Direct Shear Test Conditions 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2005:;Volume ( 131 ):;issue: 010
    Author(s): Sebastian Lobo-Guerrero; Luis E. Vallejo
    Publisher: American Society of Civil Engineers
    Abstract: Granular materials forming part of civil engineering structures are subjected to both static and dynamic loads. As a result of these loads, particle crushing occurs. This study focuses on the evolution of crushing in a ...
    Request PDF

    Degradation of a Granular Base under a Flexible Pavement: DEM Simulation 

    Source: International Journal of Geomechanics:;2006:;Volume ( 006 ):;issue: 006
    Author(s): Luis E. Vallejo; Sebastian Lobo-Guerrero; Kevin Hammer
    Publisher: American Society of Civil Engineers
    Abstract: Flexible pavements are composed by an asphalt concrete layer, granular base and subbase layers, and a natural subgrade. The granular materials forming part of the granular layers are subjected to static and dynamic loads ...
    Request PDF

    Visualization of Crushing Evolution in Granular Materials under Compression Using DEM 

    Source: International Journal of Geomechanics:;2006:;Volume ( 006 ):;issue: 003
    Author(s): Sebastian Lobo-Guerrero; Luis E. Vallejo; Luis F. Vesga
    Publisher: American Society of Civil Engineers
    Abstract: Granular materials forming part of natural slopes, embankments, subgrades of foundations, and pavement structures are subjected to both static and dynamic loads during their engineering lives. As a result of these loads, ...
    Request PDF

    Strength Properties of Autoclaved Cellular Concrete with High Volume Fly Ash 

    Source: Journal of Energy Engineering:;1997:;Volume ( 123 ):;issue: 002
    Author(s): Wenyi Hu; Ronald D. Neufeld; Luis E. Vallejo; Christopher Kelly; Martin Latona
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the results of an investigation on the strength properties of autoclaved cellular concrete (ACC) blocks, a building material that can contain up to 70% w/w of electric utility fly ash. The scope of this ...
    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