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 46

    • 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 Hysteretic Behavior of Fine-Grained Soils Stabilized with Lime and Class C Fly Ash 

    Source: International Journal of Geomechanics:;2019:;Volume ( 019 ):;issue: 009
    Author(s): Naji Khoury
    Publisher: American Society of Civil Engineers
    Abstract: Seasonal conditions (e.g., rise in the water table, precipitation, freeze–thaw cycles, and wet–dry cycles) affect stabilized subgrade moisture conditions which, in turn, have a significant impact on in-service pavement ...
    Request PDF

    Modeling, Animating, and Optimizing On-Shore Wind Farm Construction Operations 

    Source: Journal of Computing in Civil Engineering:;2016:;Volume ( 030 ):;issue: 006
    Author(s): Emile Zankoul; Hiam Khoury
    Publisher: American Society of Civil Engineers
    Abstract: Recently, wind energy has been greatly sought after because of the high price and diminishing quantity of fossil fuel resources. This necessitated the construction of wind farms. However, the on-shore wind farm construction ...
    Request PDF

    Modeling Resilient Modulus Hysteretic Behavior with Moisture Variation 

    Source: International Journal of Geomechanics:;2012:;Volume ( 012 ):;issue: 005
    Author(s): Naji; Khoury; Robert; Brooks; Charbel; Khoury; Damodar; Yada
    Publisher: American Society of Civil Engineers
    Abstract: The changes in subgrade moisture conditions play an important role in the in-service performance of a pavement. These conditions are sensitive to environmental conditions, such as a rise in the water table, precipitation, ...
    Request PDF

    Impact of Backfill Material on the Rerounding of Deflected Corrugated High-Density Polyethylene Drainage Pipes 

    Source: Journal of Pipeline Systems Engineering and Practice:;2024:;Volume ( 015 ):;issue: 001:;page 04023057-1
    Author(s): Kevin White; Shad Sargand; Issam Khoury
    Publisher: ASCE
    Abstract: Rerounding is a technique for remediating excess deflection in thermoplastic pipe. A pneumatic device vibrates along the vertical axis and pushes against the inside crown and invert to restore the original pipe shape and ...
    Request PDF

    Performance of a Stabilized Aggregate Base Subject to Different Durability Procedures 

    Source: Journal of Materials in Civil Engineering:;2010:;Volume ( 022 ):;issue: 005
    Author(s): Naji N. Khoury; Robert Brooks
    Publisher: American Society of Civil Engineers
    Abstract: This study examined the effects of two freeze-thaw (FT) laboratory procedures, FT-1 and FT-2, on stabilized aggregate specimens. Cylindrical specimens were stabilized with 10% Class C fly ash (CFA) cured for selected periods ...
    Request PDF

    Passive Earth Pressure of Overconsolidated Cohesionless Backfill 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2005:;Volume ( 131 ):;issue: 008
    Author(s): Adel Hanna; Imad Al Khoury
    Publisher: American Society of Civil Engineers
    Abstract: An experimental investigation on the passive earth pressure of overconsolidated cohesionless soil on retaining walls was conducted. A prototype model of a vertical rough wall, retaining horizontal backfill, was developed ...
    Request PDF

    An Efficient Algorithm for Shortest Path in Three Dimensions With Polyhedral Obstacles 

    Source: Journal of Dynamic Systems, Measurement, and Control:;1989:;volume( 111 ):;issue: 003:;page 433
    Author(s): J. Khouri; K. A. Stelson
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: An algorithm to find the shortest path between two specified points in three-dimensional space in the presence of polyhedral obstacles is described. The proposed method iterates for the precise ...
    Request PDF

    Environmental Effects on Durability of Aggregates Stabilized with Cementitious Materials 

    Source: Journal of Materials in Civil Engineering:;2007:;Volume ( 019 ):;issue: 001
    Author(s): N. N. Khoury; M. M. Zaman
    Publisher: American Society of Civil Engineers
    Abstract: The present study focuses on investigating the effect of freeze–thaw (FT) cycles, referred to as environmental effect in this paper, on aggregates stabilized with various stabilizing agents, namely, cement kiln dust (CKD), ...
    Request PDF

    Engineering Properties and Moisture Susceptibility of Silty Clay Stabilized with Lime, Class C Fly Ash, and Cement Kiln Dust 

    Source: Journal of Materials in Civil Engineering:;2009:;Volume ( 021 ):;issue: 012
    Author(s): Pranshoo Solanki; Naji Khoury; M. M. Zaman
    Publisher: American Society of Civil Engineers
    Abstract: A laboratory study was undertaken to evaluate the effectiveness of different percentages of hydrated lime, class C fly ash (CFA), and cement kiln dust (CKD) as soil stabilizers. Cylindrical specimens were compacted and ...
    Request PDF

    Finite-Element Modeling of Cementitiously Stabilized Beams Using a Smeared Fracture Approach 

    Source: International Journal of Geomechanics:;2009:;Volume ( 009 ):;issue: 001
    Author(s): Musharraf Zaman; Naji Khoury; Pranshoo Solanki
    Publisher: American Society of Civil Engineers
    Abstract: Cracking is considered a vital distress in a pavement structure. It generally initiates and propagates (bottom up and/or surface down) causing damage to the overall pavement structure. Most previous numerical modeling ...
    Request PDF
    • 1
    • 2
    • 3
    • 4
    • . . .
    • 5
    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

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