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    Assessment of Damage to Concrete Girder‐Slab Bridges in Saudi Arabia 

    Source: Journal of Performance of Constructed Facilities:;1990:;Volume ( 004 ):;issue: 003
    Author(s): M. Y. Al‐Mandil; Y. N. Ziraba
    Publisher: American Society of Civil Engineers
    Abstract: A number of recently built concrete girder‐slab bridges in Saudi Arabia have been suffering from structural distress to the deck slabs. This distress is mostly characterized by the formation of grid‐patterned cracks to the ...
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    Categorization of Damage to Concrete Bridge Decks in Saudi Arabia 

    Source: Journal of Performance of Constructed Facilities:;1990:;Volume ( 004 ):;issue: 002
    Author(s): M. Y. Al‐Mandil; M. H. Baluch; A. K. Azad; A. M. Sharif; D. Pearson‐Kirk
    Publisher: American Society of Civil Engineers
    Abstract: A large number of highway bridges have been built in Saudi Arabia during the past two decades. Several of these bridges have shown signs of early deterioration including serious cracking and localized failures. A number ...
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    Concrete Degradation Due to Thermal Incompatibility of Its Components 

    Source: Journal of Materials in Civil Engineering:;1989:;Volume ( 001 ):;issue: 003
    Author(s): M. H. Baluch; L. A. R. Al‐Nour; A. K. Azad; M. Y. Al‐Mandil; A. M. Sharif; D. Pearson‐Kirk
    Publisher: American Society of Civil Engineers
    Abstract: The problem of premature and accelerated corrosion of concrete bridge decks in the Eastern Province of Saudi Arabia has motivated the study of damage sustained by concrete due to the thermal incompatibility of concrete ...
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