Argentina is an extended country where a large variety of aggregates is available even in the same region. More than 100 examples of structures, placed in regions with different climates, damaged by ASR have been reported since 1950. Many tests on mortar or concrete involving different temperatures, alkali contents, and sample volumes have been studied in order to find the most suitable conditions for the evaluation of reactive aggregates. This paper summarizes the present knowledge and design criteria adopted in Argentina in order to avoid or mitigate ASR in concrete.Laboratorio de Entrenamiento Multidisciplinario para la Investigación Tecnológica (LEMIT
In most concretes, aggregates are more or less chemically inert. However, some aggregates react with...
This paper provides a critical evaluation of the various methods available for testing the efficacy ...
Alkali-silica reaction is one of the most recognized deleterious phenomenon in concrete that results...
Argentina is an extended country where a large variety of aggregates is available even in the same r...
The concrete structures during the life exploitations are under the severe conditions. Inthis way th...
Deterioration of concrete structures with time is well understood. One of the major reasons of deter...
Identifying the susceptibility of an aggregate to alkali-silica reaction (ASR) before using it in co...
This work consists of two stages; first, studies were conducted to evaluate the potential reactivity...
The “Sierras Pampeanas de Córdoba” (Argentina) is an igneous-metamorphic complex affected by shear z...
This paper presents an experimental study on the effects of alkali–silica reaction (ASR) in concrete...
Alkali-silica reaction (ASR) is a deleterious chemical reaction affecting the durability and service...
Alkali Silica Reaction (ASR) is a significant cause of premature concrete deterioration. This intern...
Determination of the potential reactivity of slow-reacting aggregates has been an openly debated sub...
Alkali-silica reaction (ASR) is a deleterious chemical reaction affecting the durability and service...
Alkali-silica reaction (ASR) occurs between alkalis in concrete and reactive silica in aggregates. T...
In most concretes, aggregates are more or less chemically inert. However, some aggregates react with...
This paper provides a critical evaluation of the various methods available for testing the efficacy ...
Alkali-silica reaction is one of the most recognized deleterious phenomenon in concrete that results...
Argentina is an extended country where a large variety of aggregates is available even in the same r...
The concrete structures during the life exploitations are under the severe conditions. Inthis way th...
Deterioration of concrete structures with time is well understood. One of the major reasons of deter...
Identifying the susceptibility of an aggregate to alkali-silica reaction (ASR) before using it in co...
This work consists of two stages; first, studies were conducted to evaluate the potential reactivity...
The “Sierras Pampeanas de Córdoba” (Argentina) is an igneous-metamorphic complex affected by shear z...
This paper presents an experimental study on the effects of alkali–silica reaction (ASR) in concrete...
Alkali-silica reaction (ASR) is a deleterious chemical reaction affecting the durability and service...
Alkali Silica Reaction (ASR) is a significant cause of premature concrete deterioration. This intern...
Determination of the potential reactivity of slow-reacting aggregates has been an openly debated sub...
Alkali-silica reaction (ASR) is a deleterious chemical reaction affecting the durability and service...
Alkali-silica reaction (ASR) occurs between alkalis in concrete and reactive silica in aggregates. T...
In most concretes, aggregates are more or less chemically inert. However, some aggregates react with...
This paper provides a critical evaluation of the various methods available for testing the efficacy ...
Alkali-silica reaction is one of the most recognized deleterious phenomenon in concrete that results...