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    Discussion of “<i>Density Tests above Zero Air Voids Line</i>” by John H. Schmertmann (July, 1989, Vol. 115, No. 7) 

    Source: Journal of Geotechnical Engineering:;1991:;Volume ( 117 ):;issue: 009
    Author(s): Manjriker Gunaratne
    Publisher: American Society of Civil Engineers
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    Use of Digital Image Modeling for Evaluation of Concrete Pavement Macrotexture and Wear 

    Source: Journal of Transportation Engineering, Part A: Systems:;2012:;Volume ( 138 ):;issue: 005
    Author(s): Saumya Amarasiri; Manjriker Gunaratne; Sudeep Sarkar
    Publisher: American Society of Civil Engineers
    Abstract: Modeling of the pavement image formation process by using reflection properties of macrotexture showed that digital images of concrete pavements can be used to monitor pavement wear. The specific optical characteristics ...
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    Modeling of Crack Depths in Digital Images of Concrete Pavements Using Optical Reflection Properties 

    Source: Journal of Transportation Engineering, Part A: Systems:;2010:;Volume ( 136 ):;issue: 006
    Author(s): Saumya Amarasiri; Manjriker Gunaratne; Sudeep Sarkar
    Publisher: American Society of Civil Engineers
    Abstract: Digital image-based automated pavement crack detection and classification technology has seen vast improvements in the recent years. Although crack lengths and widths can be evaluated using state-of-the-art software with ...
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    Evaluation of the Effect of Pavement Roughness on Skid Resistance 

    Source: Journal of Transportation Engineering, Part A: Systems:;2010:;Volume ( 136 ):;issue: 007
    Author(s): Luis Fuentes; Manjriker Gunaratne; Daniel Hess
    Publisher: American Society of Civil Engineers
    Abstract: Roughness of a pavement surface is commonly correlated to its serviceability. On the other hand, on many occasions, investigators have attributed pavement roughness to inadequate skid resistance (friction) as well. However, ...
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    LRFD Resistance Factors for Base-Grouted Drilled Shafts in Cohesionless Soil 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2025:;Volume ( 151 ):;issue: 002:;page 04024163-1
    Author(s): Anhar Sarsour; Manjriker Gunaratne; Gray Mullins
    Publisher: American Society of Civil Engineers
    Abstract: Base grouting below a drilled shaft tipped in sand has been shown in many cases to dramatically improve both the initial stiffness and ultimate end-bearing resistance. After promising results from base-grouting case studies ...
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    Use of Recurrent Markov Chains for Modeling the Crack Performance of Flexible Pavements 

    Source: Journal of Transportation Engineering, Part A: Systems:;2005:;Volume ( 131 ):;issue: 011
    Author(s): Jidong Yang; Manjriker Gunaratne; Jian John Lu; Bruce Dietrich
    Publisher: American Society of Civil Engineers
    Abstract: Accurate prediction of the pavement crack condition is vital for pavement rehabilitation budget allocation. Due to largely nonlinear surface layer properties, randomness in the cracking mechanism, and the complexities ...
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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
    yabeshDSpacePersian