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    Performance Evaluation of Asphalt Concrete Mixes Containing Granular Volcanic Ash 

    Source: Journal of Materials in Civil Engineering:;2008:;Volume ( 020 ):;issue: 012
    Author(s): Jamil A. Naji; Ibrahim M. Asi
    Publisher: American Society of Civil Engineers
    Abstract: Granular volcanic ash material is spread over considerable areas of Yemen including urban and suburban areas. Due to the inferior properties of this material in its natural state, it cannot be used in base and subbase ...
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    Evaluation of Arabian Asphalt Binder for Low-Temperature Cracking 

    Source: Journal of Materials in Civil Engineering:;1998:;Volume ( 010 ):;issue: 001
    Author(s): Rezqallah H. Ramadhan; Hamad I. Al-Abdul Wahhab; Ibrahim M. Asi; Ibrahim A. Al-Dubabe
    Publisher: American Society of Civil Engineers
    Abstract: The rheological properties of asphalt binder have a great influence on asphalt pavement performance, particularly in terms of rutting, thermal, and fatigue cracking. The current asphalt specifications, such as those used ...
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    Polymer Modification of Arab Asphalt 

    Source: Journal of Materials in Civil Engineering:;1998:;Volume ( 010 ):;issue: 003
    Author(s): Ibrahim A. Al-Dubabe; Hamad I. Al-Abdul Wahhab; Ibrahim M. Asi; Mohammad F. Ali
    Publisher: American Society of Civil Engineers
    Abstract: Neat asphalt binders lack the proper viscoelastic balance that usually occurs when an effective elastic network is created by molecular association. It is hypothesized that proper viscoelastic balance can be formed by ...
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    Modeling Resilient Modulus and Temperature Correction for Saudi Roads 

    Source: Journal of Materials in Civil Engineering:;2001:;Volume ( 013 ):;issue: 004
    Author(s): Hamad I. Al-Abdul Wahhab; Ibrahim M. Asi; Rezqallah H. Ramadhan
    Publisher: American Society of Civil Engineers
    Abstract: Temperature is one of the most important factors affecting the design and performance of pavement. Temperature variations within the pavement structure contribute in many different ways to distress and possible failure of ...
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    Cover Requirement and Stability of Horizontally Bent Buried Pipelines 

    Source: Journal of Pressure Vessel Technology:;2012:;volume( 134 ):;issue: 002:;page 21701
    Author(s): Hamdan N. Al-Ghamedy; Sahel N. Abduljauwad; Junaid A. Siddiqui; Naser A. Al-Shayea; Ibrahim M. Asi
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: A method of calculating soil cover requirements for horizontally bent buried pipelines is described. In sequence, the results of a comprehensive three-dimensional finite element analysis are used ...
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    Stability of Vertically Bent Pipelines Buried in Sand 

    Source: Journal of Pressure Vessel Technology:;2004:;volume( 126 ):;issue: 003:;page 382
    Author(s): Sahel N. Abduljauwad; Hamdan N. Al-Ghamedy; Junaid A. Siddiqui; Ibrahim M. Asi; Naser A. Al-Shayea
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: This paper discusses the stability of underground pipelines with preformed vertical bends buried in sandy soil. More specifically, the minimum cover height required to prevent the pipe from ...
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