Zobrazeno 1 - 10
of 33
pro vyhledávání: '"Nabil M. Al-Akhras"'
Publikováno v:
Coatings; Volume 12; Issue 7; Pages: 975
The evaluation of half-cell potential measurements in reinforced concrete (RC) members can be a key issue for civil engineers. The primary reason for this is that the interpretation of half-cell potential measurements based on the available standards
Publikováno v:
Case Studies in Construction Materials, Vol 14, Iss, Pp e00476-(2021)
There is no research reported in the literature on the optimum repair scheme of corroded self-compacted Reinforced Concrete (RC) columns subjected to eccentric loading using carbon fiber reinforced polymer (CFRP). Therefore, this study presents a nov
Autor:
Yousef Mashaqbeh, Nabil M. Al-Akhras
Publikováno v:
Journal of Building Engineering. 35:101848
The use of herbal extracts as green corrosion inhibitors showed many positive aspects such as environmentally friendly, inexpensive and renewable. Eucalyptus trees are forestry that grow with little nutrition in many parts of the world. There is no e
Autor:
Walid A. Al-Kutti, Nabil M. Al-Akhras
Publikováno v:
Key Engineering Materials. 711:277-284
This study investigates the durability of partially-damaged concrete with the addition of Silica Fume and Ground Granulated Blast Furnace Slag. Portland cement was replaced by 10% SF and 60% of GGBFS as a replacement of Portland cement. Thirty-six co
Autor:
Nabil M. Al-Akhras, Rawan Aleghnimat
Publikováno v:
Construction and Building Materials. 256:119347
There is a limited reported research on the corrosion deterioration of self-compacted concrete (SCC) compared to conventional vibrated concrete (CVC). Therefore, this work represents a novel and innovative research to evaluate the corrosion deteriora
Publikováno v:
European Journal of Environmental and Civil Engineering. 20:899-913
A series of twenty-two shear-deficient lightweight reinforced concrete (LWRC) beams were casted and tested under four-point flexural loading to investigate the structural behaviour of shear-deficient LWRC beams retrofitted with adhesively bonded carb
Publikováno v:
Advanced Materials Research. :1890-1893
Factors such as poor design, bad workmanship and a harsh environment can combine to cause deterioration within a concrete structure leading to visually unacceptable surface cracking or spalling of concrete cover [. In aggressive environments, corrosi
Autor:
Nabil M. Al-Akhras
Publikováno v:
Proceedings of the Institution of Civil Engineers - Construction Materials. 166:65-70
This study investigated the effect of wheat straw ash on the durability of concrete to detrimental alkali-silica reaction. Three wheat straw ash levels were considered in the study: 5, 10 and 15% as a partial replacement of cement. The other experime
Publikováno v:
Structure and Infrastructure Engineering. 10:604-613
A series of 40 lightweight reinforced concrete (LWRC) beams of 1400 mm length and a rectangular cross section of 150 × 200 mm were cast, strengthened and then tested under four-point bending test to study the effectiveness of using externally applie
Publikováno v:
Proceedings of International Structural Engineering and Construction. 3
Twelve prototype rectangular RC beams (120 x 150 x 1000 mm) were constructed and evaluated using flexural test to investigate the employment of advanced composites in repairing corroded reinforced concrete (RC) beams. Three concrete mixtures with eff