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Naji, M. |
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Motta, Antonella |
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Aletan, Dirar |
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Mohamed, Tarek |
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Ertürk, Emre |
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Taccardi, Nicola |
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Kononenko, Denys |
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Petrov, R. H. | Madrid |
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Alshaaer, Mazen | Brussels |
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Bih, L. |
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Casati, R. |
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Muller, Hermance |
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Kočí, Jan | Prague |
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Šuljagić, Marija |
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Kalteremidou, Kalliopi-Artemi | Brussels |
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Azam, Siraj |
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Ospanova, Alyiya |
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Blanpain, Bart |
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Ali, M. A. |
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Popa, V. |
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Rančić, M. |
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Ollier, Nadège |
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Azevedo, Nuno Monteiro |
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Landes, Michael |
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Rignanese, Gian-Marco |
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Ukrainczyk, N.
in Cooperation with on an Cooperation-Score of 37%
Topics
Publications (26/26 displayed)
- 2020Modelling the self-healing potential of dissoluble encapsulated cement
- 2020Hydrating Cement Particle Interaction Model for Yield Stress Analysiscitations
- 2020Hydrating Cement Particle Interaction Model for Yield Stress Analysiscitations
- 2019Thermal energy storage characterization of cement-based systems containing microencapsulated-PCMscitations
- 2019Mixture proportioning for crack avoidancecitations
- 2019Sustainability aspects in mass concretecitations
- 2019Thermal conductivity of crumb-rubber-modified mortar using an inverse meso-scale heat conduction modelcitations
- 2019Calcium-aluminate mortars at high temperatures: Overcoming adverse conversion effects using clinker aggregatescitations
- 2018Microbial induced acid corrosion from a field perspective-Advances in process understanding and construction material developmentcitations
- 2018Interaction between wastewater microorganisms and geopolymer or cementitious materials: Biofilm characterization and deterioration characteristics of mortarscitations
- 2018A mesoscale approach for modeling capillary water absorption and transport phenomena in cementitious materialscitations
- 2017Geopolymere als Spezialbaustoffcitations
- 2017Modeling ageing cementitious pore structure
- 2016Tensile strength of a calcium-aluminate cementitious composite reinforced with basalt textile in a high-temperature environmentcitations
- 2016Reuse of woody biomass ash waste in cementitious materialscitations
- 2014Development of SHCC with biomass fly ash
- 2014Pozzolanic reactions in cementitious materials for subsurface applications
- 2014Representative elementary volumes for 3D modeling of mass transport in cementitious materialscitations
- 2014Modeling pore continuity and durability of cementitious sealing materialcitations
- 2013Modeling pozzolanic systems for subsurface cementitious systems
- 2013Numerical estimation of transport properties of cementitious materials using 3D digital imagescitations
- 2013Numerical algorithm for pore size distribution characterization of materials from 3D imagescitations
- 2013Cementitious sealing material: 3D digital image based characterization of pore size distribution and modeling of transport properties
- 2012Multicomponent modelling of Portland cement hydration reactions
- 2012Micro-hydration, pore connectivity and durability of cementitious materials
- 2012Morphological nature of diffusion in cement paste
Places of action
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article
Microbial induced acid corrosion from a field perspective-Advances in process understanding and construction material development
Abstract
<p>Microbial induced acid corrosion is accounted for ~40 % of the degradation of subsurface wastewater infrastructure globally. While fundamental process understanding has increased significantly within the last decades, to date no sustainable building material exists, which meets the long-term requirements in such aggressive and corrosive environments. This work describes a novel model based on field studies, conducted in various Austrian sewer networks, intertwining biological, mineralogical and hydro-chemical factors. Additionally, an extensive field testing campaign over the duration of 18 months, conducted on different geopolymer concretes (GPC), particularly designed for the latter environments will be presented. Innovative GPCs were tested regarding their microstructural behavior, microbial accessibility and hydro-chemical alterations over time and compared to commercially produced cement based products, including OPC and CAC concretes. Additionally, the system specific environmental parameters, such as relevant gas concentrations (H2S, CO2, CH4), relative humidity and temperature were constantly monitored.</p>