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    Simplified Formulation of Virgin and Overlaid Pavement Deterioration Models 

    Source: Journal of Infrastructure Systems:;1998:;Volume ( 004 ):;issue: 002
    Author(s): Moshe Livneh
    Publisher: American Society of Civil Engineers
    Abstract: A universal-type model, taking into account the various possible forms of deterioration rates during a pavement's life span, was introduced by the writer elsewhere. The subsequent deterioration curves for each cycle of the ...
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    Limitation of the Artificial Neural Networks Methodology for Predicting the Vertical Swelling Percentage of Expansive Clays 

    Source: Journal of Materials in Civil Engineering:;2013:;Volume ( 025 ):;issue: 011
    Author(s): Shlomo Bekhor; Moshe Livneh
    Publisher: American Society of Civil Engineers
    Abstract: The general swelling model has recently been updated in Israel by applying the Excel-solver command (ESC) analysis to new local test results from 897 undisturbed specimens. In this analysis, the goodness-of-fit statistics ...
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    Using the Artificial Neural Networks Methodology to Predict the Vertical Swelling Percentage of Expansive Clays 

    Source: Journal of Materials in Civil Engineering:;2014:;Volume ( 026 ):;issue: 006
    Author(s): Shlomo Bekhor; Moshe Livneh
    Publisher: American Society of Civil Engineers
    Abstract: Regular use of artificial neural networks (ANN) analysis for predicting the vertical swelling percentage of expansive clays may lead to inappropriate results in terms of their geophysical behavior. This paper presents two ...
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    Comparative Analysis of the Old MWHGL and the New NAPTF Data 

    Source: Journal of Transportation Engineering, Part A: Systems:;2007:;Volume ( 133 ):;issue: 001
    Author(s): Moshe Livneh; Michael Divinsky
    Publisher: American Society of Civil Engineers
    Abstract: The new generation of aircraft will require more landing-wheels to be packed into basically the same space. A convincing illustration of the move to more densely packed landing gears is the recent Boeing B777, which has ...
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    Probabilistic Approach to Pavement Design Based on Generalized California Bearing Ratio Equation 

    Source: Journal of Transportation Engineering, Part A: Systems:;1998:;Volume ( 124 ):;issue: 006
    Author(s): Michael Divinsky; Ilan Ishai; Moshe Livneh
    Publisher: American Society of Civil Engineers
    Abstract: In order to realize the thickness design of flexible pavements at a given probability level, supplementary analysis of the generalized
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    Critical Gap as a Function of Waiting Time in Determining Roundabout Capacity 

    Source: Journal of Transportation Engineering, Part A: Systems:;2003:;Volume ( 129 ):;issue: 005
    Author(s): Abishai Polus; Sitvanit Shmueli Lazar; Moshe Livneh
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a study of two important roundabout performance issues: (1) the impact of the waiting time of drivers on the approach leg, on the critical gap they accept before entering a roundabout and (2) the entry ...
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    Vehicle Flow Characteristics on Acceleration Lanes 

    Source: Journal of Transportation Engineering, Part A: Systems:;1985:;Volume ( 111 ):;issue: 006
    Author(s): Abishai Polus; Moshe Livneh; Jorge Factor
    Publisher: American Society of Civil Engineers
    Abstract: The purpose of this study was to investigate flow characteristics on acceleration lanes. Four acceleration lanes in Israel, which were videotaped, provided the data. Three separate analyses were conducted: the locational ...
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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