Categorization of Damage to Concrete Bridge Decks in Saudi Arabia

Author:

Al‐Mandil M. Y.,Baluch M. H.,Azad A. K.,Sharif A. M.,Pearson‐Kirk D.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Reference12 articles.

1. Al‐Mandil M. Y. “Regional experiences with bridge deck cracking.” 3rd Regional Conf. International Road Federation (IRF) 6 100–115.

2. Al‐Mandil M. Y. et al. (1989a). “Punching shear failure of concrete girder‐slab type bridge decks in Saudi Arabia.” Proc. 4th Int. Conf. on Struct. Faults and Repair University of London 1 299–308.

3. Al‐Mandil M. Y. et al. (1989b). “A study of cracking of concrete bridge decks in Saudi Arabia.” National Project Final Report Vol. 1 King Fahd Univ. of Petroleum & Minerals Dhahran Saudi Arabia.

4. Al‐Tayyib A. J. Rasheeduzzafar and Al‐Mana A. I. (1985). “Deterioration of concrete structures in the Gulf States.” 1st Int. Conference on the Deterioration and Repair of R/C in the Arabian Gulf Bahrain Society of Engineers 1 27–43.

5. Azad A. K. et al. (1986). “Static and fatigue tests of simulated bridge decks.” Proc. ASCE Convention Engrg. Mech. Div. ASCE 30–41.

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