Performance of eco-concrete under sulfate attack

来源 :The 14th International Congress on the Chemistry of Cement ( | 被引量 : 0次 | 上传用户:shazi009
下载到本地 , 更方便阅读
声明 : 本文档内容版权归属内容提供方 , 如果您对本文有版权争议 , 可与客服联系进行内容授权或下架
论文部分内容阅读
  In this study we report on the durability of newly developed cement-reduced eco-friendly concretes with high limestone powder content and low water-powder ratios against sulfate attack.This study presents an update of Mittermayr, Rezvani et al.(2015) and includes new data.For the experiments 3 different cements were applied -namely OPC (CEM I 32.5R), Portland-slag cement (CEM II/A S 52.5N), and BFS cement (CEM III/B 42.5N).Mortar specimens with the same paste composition than eco-friendly concretes were stored in a 30 g l1sodium sulfate solution and saturated Ca(OH)2 reference solution for 200 days at 8℃.After the immersion period the specimens exhibited different degrees of damage reaching from no visual damage to complete destruction.To decipher mechanisms responsible for the outcome of the sulfate test we used standard mechanical methods such as expansion rate and residual compressive strength measurements.In addition microstructural, mineralogical and chemical alteration were investigated by electron microprobe, X-ray diffraction with Rietveld refimement and phase quantification, mercury intrusion porosimetry, and elemental analyses such as total inorganic and organic carbon (TOC).
其他文献
Enhancement of the surface quality of hardened cementitious material is critical for achieving an improved durability of the concrete structure.In this paper, the authors try to present a systematic d
Durability of cement based materials is one of the main challenges of modern society from a technological and economical point of view.This is so because for many years architects and engineers have r
In biogas production plants, concrete structures suffer chemical and biological attacks during the anaerobic digestion process.The attack on concrete may be linked to the effects of (i) organic acids,
Carbonation of Portland cement mortars including metakaolin and limestone has been investigated.Mortar bars of a white Portland cement (P) and of three blends with a clinker replacement level of 35 wt
One common aggressive mechanism acting in reinforced concrete is chloride attack which induces steel corrosion.Although it has mostly been studied and analyzed separately it has been observed that loa
In this paper, the distributions and relationships among total, bound and free chloride ions in different forms in the concrete with different supplementary cementitious materials at different curing
This study investigates the sulfate resistance of binary, ternary and quaternary mixes of Portland clinker,calcareous fly ash, slag and limestone.Neat and limestone cements expanded to damage within l
Shrinkage reducing admixtures (SRAs) can alter ionic movement in concrete by changing the properties of pore fluid.This study examines the influence of SRA on chloride binding and diffusion.SRA was fo
In this paper, the zeta potential of freshly mixed cement paste and hardened cement pastes, as well as the concentration index, was measured.The influences of chloride concentration in mixing water an
Chloride-induced corrosion is one of the main causes of reinforced-concrete structure degradation.Chloride ingress is delayed by the interactions between chlorides and the cementitious matrix.In this