Zobrazeno 1 - 7
of 7
pro vyhledávání: '"Liu Qing Tu"'
Publikováno v:
Applied Mechanics and Materials. :1240-1246
As the complex structure, large size, hot climate, aggressive corrosive environment and high concrete strength grade for Super-large Section Precast Immersed Tube of Hong Kong-Zhuhai-Macao Bridge, crack control of concrete was difficult. On the basis
Publikováno v:
Applied Mechanics and Materials. :1454-1458
Corrosion of steel is the most important cause of failure of reinforced concrete structures. Corrosion inhibitors are one of the prevention methods used to avoid steel corrosion in the presence of chlorides. In this study, the effectiveness of the am
Publikováno v:
Applied Mechanics and Materials. :228-231
In this paper, the sacrificial anode protection system for steel pile of Tripoli wharf (Lebanon) was studied. Optimal average protection current densities were selected for steel pipe/sheet pile of seaside zone back filled zone and sea mud zone. Base
Publikováno v:
Applied Mechanics and Materials. :1112-1117
In order to solve the environment pollution of limestone powder during production of limestone manufactured sand and gravel and problem of lack of high quality fly ash or slag powder in ocean engineering, ultra-fine limestone powder was selected for
Publikováno v:
Advanced Materials Research. :147-150
The concrete containing expansive agent, when limited, is affected by the addition of expansive admixture much, which influence the carbonation resistance. This article makes a comparison with anti-carbonation ability of concrete under restraint and
Publikováno v:
Advanced Materials Research. :56-59
The effects of carbonation age, fly ash content in the binder and the water to binder ratios on the carbonation depth of fly ash concrete is investigated and the micromechanical properties of the hardened paste and the inter facial transition zone is
Publikováno v:
Advanced Materials Research. :4074-4080
The effects of carbonation on the microstructure of concrete containing fly ash and expansive admixture are investigated in this paper. Eight mix proportions of the concrete are designed in the experiment with the different replacement levels of the