Microbial self-healing of concrete has been widely investigated, yet the suggested microbial pathways are limited to ureolysis and the aerobic oxidation of carbon sources. Each of these pathways has certain environment and process related drawbacks which arise a need for an alternative pathway to proceed further. This study presents the NO3− reduction as an alternative microbial self-healing strategy. In the tests, we used previously described NO3− reducing bacteria, and two different porous protective carriers. The highest crack width healed by the bacteria was 370 ± 20 μm in 28 days and 480 ± 16 μm in 56 days. Water tightness regain up to 85% was achieved at the end of 56 days for 465 ± 21 μm crack width. Precipitates were identified as f...
Concrete is one of the most widely used construction materials and has a high tendency to form crack...
Ureolysis and denitrification were examined for microbially induced calcium carbonate precipitation ...
Abstract Background Reinforcement corrosion and the concrete strength reduction are critical problem...
Microbial self-healing of concrete has been widely investigated, yet the suggested microbial pathway...
Attentive monitoring and regular repair of concrete cracks are necessary to avoid further durability...
Autonomous repair systems in construction materials have become a promising alternative to current u...
A typical durability-related phenomenon in many concrete constructions is crack formation. While lar...
Cracks are intrinsic characteristics in concrete which endanger the durability of concret...
Microbial calcium carbonate has been widely investigated to self-heal concrete cracks. However, the ...
Microbially induced carbonate precipitation has been tested over more than a decade as a technique t...
Microbial-induced calcium precipitation (MICP) has shown adequate potential to act as a healing prod...
Autonomous repair systems in construction materials have become a promising alternative to current u...
Cracks are commonly occurring phenomena in concrete structures. Cracks provide paths for the ingress...
This doctoral dissertation explores an alternative approach to the crack repair in concrete structur...
Microbially induced carbonate precipitation has been tested over more than a decade as a technique t...
Concrete is one of the most widely used construction materials and has a high tendency to form crack...
Ureolysis and denitrification were examined for microbially induced calcium carbonate precipitation ...
Abstract Background Reinforcement corrosion and the concrete strength reduction are critical problem...
Microbial self-healing of concrete has been widely investigated, yet the suggested microbial pathway...
Attentive monitoring and regular repair of concrete cracks are necessary to avoid further durability...
Autonomous repair systems in construction materials have become a promising alternative to current u...
A typical durability-related phenomenon in many concrete constructions is crack formation. While lar...
Cracks are intrinsic characteristics in concrete which endanger the durability of concret...
Microbial calcium carbonate has been widely investigated to self-heal concrete cracks. However, the ...
Microbially induced carbonate precipitation has been tested over more than a decade as a technique t...
Microbial-induced calcium precipitation (MICP) has shown adequate potential to act as a healing prod...
Autonomous repair systems in construction materials have become a promising alternative to current u...
Cracks are commonly occurring phenomena in concrete structures. Cracks provide paths for the ingress...
This doctoral dissertation explores an alternative approach to the crack repair in concrete structur...
Microbially induced carbonate precipitation has been tested over more than a decade as a technique t...
Concrete is one of the most widely used construction materials and has a high tendency to form crack...
Ureolysis and denitrification were examined for microbially induced calcium carbonate precipitation ...
Abstract Background Reinforcement corrosion and the concrete strength reduction are critical problem...